35 0 3MB
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Proyecto Análisis Estructural y Propuestas para Reforzamiento de Torres Triangulares Autosoportadas SISTTEMEX Memoria de Cálculo Sitio El Tamboral T60V125 Rev. A Presentado a: CLARO NICARAGUA. DIRECCIÓN DE INGENIERÍA Y OPERACIONES REGIONAL
Presentado Por: Preparó:
jarita
Revisó:
careas
Aprobó:
falvarez
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
TABLA DE CONTENIDO TABLA DE CONTENIDO ............................................................................................................................................. 2 1.- INTRODUCCIÓN ................................................................................................................................................... 3 2.- BASES Y NORMAS PARA EL DISEÑO ................................................................................................................... 4 3.- MATERIALES DE CONSTRUCCIÓN ...................................................................................................................... 5 4.- GEOMETRÍA Y CONFIGURACIÓN ESTRUCTURAL ................................................................................................ 5 5.- CARGAS DE DISEÑO ........................................................................................................................................... 6 6.- ASIGNACIÓN DE CARGAS AL MODELO ............................................................................................................. 14 7.- REACCIONES DE DISEÑO .................................................................................................................................. 29 8.- REVISIÓN DE ELEMENTOS ESTRUCTURALES DE LA TORRE ............................................................................ 30 9.- REVISIÓN DE ESTABILIDAD. .............................................................................................................................. 47 10.- REVISIÓN DE CIMENTACIÓN. ........................................................................................................................... 49 11.- REVISIÓN DE PERNOS. .................................................................................................................................... 53 12.- REVISIÓN DE PLACAS DE CONEXIÓN Y BRIDAS.............................................................................................. 54 13.- CONCLUSIONES Y RECOMENDACIONES ........................................................................................................ 55 14.- PROPUESTA DE REFORZAMIENTO. ................................................................................................................. 56 15.- ANEXOS ........................................................................................................................................................... 58 Anexo I:
Plano llave torre T60V125 modelo SISTTEMEX.
Anexo II:
Propiedades geométricas perfiles estructurales.
Anexo III:
Resultados de utilización de elementos según SAP2000. Torre actual + cargas actuales + cargas proyectadas.
Anexo IV:
Demanda de acero en cimentación actual + cargas actuales + cargas proyectadas.
Anexo V:
Propuesta de reforzamiento para torre T60V125, El Tamboral.
Anexo VI:
Resultados de utilización de elementos según SAP2000. Torre actual + cargas actuales.
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INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
1.- INTRODUCCIÓN Este documento constituye la memoria de cálculo de la torre de telecomunicaciones modelo T60V125 del Proyecto “Análisis Estructural y Propuestas para Reforzamiento de Torres Triangulares Autosoportadas SISTTEMEX” La torre T60V125 consta de las siguientes partes principales y alturas correspondientes: Altura: 60.0 m Distancia Basal: 7.50m Ancho Superior: 1.20m Tipo de Torre: Autosoportada Sección Transversal: Triangular
La revisión estructural se ha realizado con base a la inspección física del sitio, la configuración de antenas obtenido del escenario encontrado en el lugar de emplazamiento, además, la memoria de cálculo y estudio geotécnico correspondientes al sitio El Tamboral proporcionada por CLARO NICARAGUA. También se ha tomado en consideración el RFP “Análisis Estructural y Propuestas para Reforzamiento de Torres Triangulares Autosoportadas SISTTEMEX” que da origen a este documento. Las cargas consideradas, tanto existentes como proyectadas, toman en cuenta los valores de diseño de las cargas gravitacionales, así como también, los criterios de carga de viento sobre la estructura de torre, antenas RF y Microondas. El cálculo de capacidades y la Ingeniería estructural general de torres de telecomunicación se ha realizado con base al estándar de diseño de estructuras de telecomunicaciones y antenas de la Asociación de la Industria de Telecomunicaciones en asociación con la Alianza de Industrias Electrónicas: TIA / EIA 222-F: Structural Standard for Antenna Supporting Structures and Antennas. La revisión estructural se ha realizado en base modelos estáticos de armaduras de elementos estructurales principales de configuración estable capaces de resistir las cargas de diseño con base a fuerzas axiales de compresión y tensión solamente, según se establece en la memoria de cálculo proporcionada. Estos elementos principales son arriostrados por elementos redundantes o secundarios que no transmiten carga y cuya única función es reducir la longitud no arriostradas de los elementos principales.
3
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Las especificaciones del acero estructural en el que se basa el diseño de esta estructura se definen en este trabajo en base al estándar americano de pruebas y materiales ASTM (American Standar for Testing & Materials) Junto con la revisión estructural de los elementos principales y redundantes de reticulado, este trabajo incluye la revisión de las conexiones empernadas, placas de conexión entre montante y breiza, bridas o “flanges”, pernos de anclaje y estructura de cimentación. Desde la sección 2 hasta la sección 12, se muestra el análisis de cargas, proceso de asignación de cargas al modelo matemático y revisiones estructurales de la torre reforzada con las cargas descritas en la sección 5 “Cargas de diseño”
2.- BASES Y NORMAS PARA EL DISEÑO Sirven como bases y normas para la revisión los siguientes pliegos técnicos, códigos y manuales de ingeniería:
2.1.-
RFP: “ANÁLISIS ESTRUCTURAL Y PROPUESTAS PARA REFORZAMIENTO DE TORRES TRIANGULARES AUTOSOPORTADAS SISTTEMEX”
2.2.-
60m RB 125 MEMORIA DE CALCULO EL TAMBORAL.
2.3.-
CONFIGURACIÓN GEOMÉTRICA Y PLANOS DE MONTAJE TORRE 60M 125MPH
2.4-
ESTUDIO GEOTÉCNICO DE CIMENTACIONES EN ÁREA DE CONSTRUCCIÓN DE ANTENA DE TELEFONÍA CELULAR, UBICADA EN TAMBORAL SUR / SAN CARLOS.
2.5.-
DISEÑO DE CIMIENTOS AISLADOS PARA TORRE AUTOSOPORTADA TIPO 60-125MPH
2.3.-
STANDARD TIA / EIA 222-F. Structural Standard for Antenna Supporting Structures and Antennas.
2.6.-
American Institute of Steel Construction AISC- ASD: Manual of Steel Construction: Allowable Stress Design, 9th Edition.
2.7.-
The American Concrete Institute ACI 318 Building Code Requirements for Structural Concrete (ACI 318) and Commentary
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INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
3.- MATERIALES DE CONSTRUCCIÓN Las especificaciones del acero estructural en el que se basa el diseño de esta estructura se definen en este trabajo en base al estándar americano de pruebas y materiales ASTM (American Standar for Testing & Materials)
Resistencia del acero de perfiles laminados 2520 kg/cm² (Acero ASTM A-36, G36)
Resistencia del acero de perfiles tubulares
1450 kg/cm² (Acero ASTM A 53 B, G-35)
Resistencia del acero de láminas
2520 kg/cm² (Acero ASTM A-36, G36)
Resistencia del acero de Pernos de anclaje
2520 kg/cm² (Acero ASTM F1554-36, G36)
Resistencia de pernos estructurales
6300 kg/cm² (Acero ASTM a-325, G90)
Resistencia del acero de refuerzo
2800 kg/cm² (Acero ASTM 615, G-40).
Resistencia del concreto a los 28 días
250 kg/cm².
4.- GEOMETRÍA Y CONFIGURACIÓN ESTRUCTURAL El Anexo I, muestra en detalle las características más importantes sobre la geometría y configuración de la torre, así como, las dimensiones y propiedades de los elementos estructurales que conforman la torre. Esta geometría y configuración fue utilizada para el análisis estructural, misma que sirvió para generar el modelo matemático, que es la base fundamental de este documento. En el anexo II, se presenta en forma tabular las características físicas más importantes de la perfilaría estructural utilizada en este proyecto.
5
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
5.- CARGAS DE DISEÑO A continuación se presenta un detalle de las cargas utilizadas para el análisis de la torre: 5.1.-
Velocidad de viento: 125 mph (milla más rápida) según TIA / EIA 222-F
5.2.‐
Antenas de Diseño
Cargas Existentes Tipo (2) RF 2.60m x 0.26m x 0.11m (1) RF 1.32 x 0.16 x 0.07 Carga Viva (1) Plataforma 1 (1) Plataforma 2
Ubicación 60.0 m 60.0 m 60.0 m 57.0 m 30.0 m
T ipo (1) MW Ø 1.30m (1) Soporte para MW (2) Cables de 7/8" (4) Cables de 1 5/8"
Ubicación 26.0 m 25.0 m 0.0 a 60.0 m 0.0 a 60.0 m
Cargas Proyectadas Tipo (3) DBXL-6565A (6) RRU 5.3.-
Ubicación T ipo 60.0 m (3) HBXX-6516DS-VT M 58.0 m Tabla 1. Cargas de Revisión estructura
Viento sobre la estructura y cables
6
Ubicación 60.0 m
INDUSTRIAL INSTRUMENTATION S.A.
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
SITIO EL TAMBORAL
Fecha 21-Sept-15
Análisis de Viento sobre Estructura. TORRE 60m 125mph. SISTTEMEX Viento Normal según Norma TIA / EIA 222 F Altura de la Torre Distancia Basal Factor de Ráfaga GH
60.00 m
Velocidad Viento
125.00 mph
7.50 m
Ancho Superior
1.20 m
0.00 Grados
Altura de Sección
6.00 m
1.115
Nivel
Nivel
Nivel
Ancho
Ancho
Inicial
Final
Medio
Punta
Base
m
m
m
m
m
1
60.00
54.00
57.00
1.20
2
54.00
48.00
51.00
1.83
3
48.00
42.00
45.00
4
42.00
36.00
39.00
5
36.00
30.00
6
30.00
7
24.00
8
Kz
qz
1.83
1.64
kg/m 320.93
2.46
1.59
310.90
2.46
3.09
1.54
3.09
3.72
1.48
33.00
3.72
4.35
24.00
27.00
4.35
18.00
21.00
4.98
18.00
12.00
15.00
9
12.00
6.00
10
6.00
0.00
Sección
Dirección de Viento
AF
AR
AF + AR
AG
m2
m2
m2
m2
0.59
0.58
1.17
9.38
0.12
2.87
1.00
1.00
0.58
0.93
950.35
0.83
1.07
1.89
13.40
0.14
2.80
1.00
1.00
0.58
1.45
1404.68
299.97
1.04
1.37
2.41
17.34
0.14
2.81
1.00
1.00
0.58
1.83
1722.93
287.96
1.18
2.02
3.20
21.44
0.15
2.77
1.00
1.00
0.58
2.35
2093.66
1.41
274.54
1.50
2.63
4.13
25.52
0.16
2.73
1.00
1.00
0.58
3.04
2533.92
4.98
1.33
259.24
2.08
2.63
4.70
29.30
0.16
2.73
1.00
1.00
0.58
3.61
2849.29
5.61
1.24
241.28
2.22
3.28
5.49
33.41
0.16
2.72
1.00
1.00
0.58
4.13
3020.07
5.61
6.24
1.12
219.16
3.29
3.28
6.57
37.19
0.18
2.68
1.00
1.00
0.59
5.21
3405.80
9.00
6.24
6.87
1.00
195.19
2.36
3.89
6.25
41.27
0.15
2.77
1.00
1.00
0.58
4.63
2783.25
3.00
6.87
7.50
1.00
195.19
0.16
2.74
1.00
1.00
0.58
2
Totales
3.31
3.89
7.20
45.05
18.40
24.62
43.02
273.31
e
CF
DF
DR
RR
AE
Fuerza
m2
kg
5.58
3320.37
32.75
24084.32
INDUSTRIAL INSTRUMENTATION S.A.
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
SITIO EL TAMBORAL
Fecha 21-Sept-15
Análisis de Viento sobre Estructura. TORRE 60m 125mph. SISTTEMEX Viento Paralelo según Norma TIA / EIA 222 F Altura de la Torre Distancia Basal Factor de Ráfaga GH
60.00 m
Velocidad Viento
125.00 mph
7.50 m
Ancho Superior
1.20 m
90.00 Grados
Altura de Sección
6.00 m
1.115
Nivel
Nivel
Nivel
Ancho
Ancho
Inicial
Final
Medio
Punta
Base
m
m
m
m
m
1
60.00
54.00
57.00
1.20
2
54.00
48.00
51.00
1.83
3
48.00
42.00
45.00
4
42.00
36.00
39.00
5
36.00
30.00
6
30.00
7
24.00
8
Kz
qz
1.83
1.64
kg/m 320.93
2.46
1.59
310.90
2.46
3.09
1.54
3.09
3.72
1.48
33.00
3.72
4.35
24.00
27.00
4.35
18.00
21.00
4.98
18.00
12.00
15.00
9
12.00
6.00
10
6.00
0.00
Sección
Dirección de Viento
AF
AR
AF + AR
AG
m2
m2
m2
m2
0.59
0.58
1.17
9.38
0.12
2.87
0.80
1.00
0.58
0.81
828.91
0.83
1.07
1.89
13.40
0.14
2.80
0.80
1.00
0.58
1.28
1244.01
299.97
1.04
1.37
2.41
17.34
0.14
2.81
0.80
1.00
0.58
1.62
1527.91
287.96
1.18
2.02
3.20
21.44
0.15
2.77
0.80
1.00
0.58
2.12
1884.00
1.41
274.54
1.50
2.63
4.13
25.52
0.16
2.73
0.80
1.00
0.58
2.73
2283.19
4.98
1.33
259.24
2.08
2.63
4.70
29.30
0.16
2.73
0.80
1.00
0.58
3.19
2521.55
5.61
1.24
241.28
2.22
3.28
5.49
33.41
0.16
2.72
0.80
1.00
0.58
3.69
2695.78
5.61
6.24
1.12
219.16
3.29
3.28
6.57
37.19
0.18
2.68
0.80
1.00
0.59
4.55
2975.61
9.00
6.24
6.87
1.00
195.19
2.36
3.89
6.25
41.27
0.15
2.77
0.80
1.00
0.58
4.15
2498.66
3.00
6.87
7.50
1.00
195.19
0.16
2.74
0.80
1.00
0.58
2
Totales
3.31
3.89
7.20
45.05
18.40
24.62
43.02
273.31
e
CF
DF
DR
RR
AE
Fuerza
m2
kg
4.92
2925.98
29.07
21385.58
INDUSTRIAL INSTRUMENTATION S.A.
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
SITIO EL TAMBORAL
Fecha 21-Sept-15
Análisis de Viento sobre Estructura. TORRE 60m 125mph. SISTTEMEX Viento Bisector según Norma TIA / EIA 222 F Altura de la Torre Distancia Basal Factor de Ráfaga GH
60.00 m
Velocidad Viento
125.00 mph
7.50 m
Ancho Superior
1.20 m
180.00 Grados
Altura de Sección
6.00 m
1.115
Nivel
Nivel
Nivel
Ancho
Ancho
Inicial
Final
Medio
Punta
Base
m
m
m
m
m
1
60.00
54.00
57.00
1.20
2
54.00
48.00
51.00
1.83
3
48.00
42.00
45.00
4
42.00
36.00
39.00
5
36.00
30.00
6
30.00
7
24.00
8
Kz
qz
1.83
1.64
kg/m 320.93
2.46
1.59
310.90
2.46
3.09
1.54
3.09
3.72
1.48
33.00
3.72
4.35
24.00
27.00
4.35
18.00
21.00
4.98
18.00
12.00
15.00
9
12.00
6.00
10
6.00
0.00
Sección
Dirección de Viento
AF
AR
AF + AR
AG
m2
m2
m2
m2
0.59
0.58
1.17
9.38
0.12
2.87
0.85
1.00
0.58
0.84
859.27
0.83
1.07
1.89
13.40
0.14
2.80
0.85
1.00
0.58
1.32
1284.18
299.97
1.04
1.37
2.41
17.34
0.14
2.81
0.85
1.00
0.58
1.68
1576.67
287.96
1.18
2.02
3.20
21.44
0.15
2.77
0.85
1.00
0.58
2.17
1936.41
1.41
274.54
1.50
2.63
4.13
25.52
0.16
2.73
0.85
1.00
0.58
2.81
2345.87
4.98
1.33
259.24
2.08
2.63
4.70
29.30
0.16
2.73
0.85
1.00
0.58
3.30
2603.48
5.61
1.24
241.28
2.22
3.28
5.49
33.41
0.16
2.72
0.85
1.00
0.58
3.80
2776.85
5.61
6.24
1.12
219.16
3.29
3.28
6.57
37.19
0.18
2.68
0.85
1.00
0.59
4.72
3083.16
9.00
6.24
6.87
1.00
195.19
2.36
3.89
6.25
41.27
0.15
2.77
0.85
1.00
0.58
4.27
2569.81
3.00
6.87
7.50
1.00
195.19
0.16
2.74
0.85
1.00
0.58
2
Totales
3.31
3.89
7.20
45.05
18.40
24.62
43.02
273.31
e
CF
DF
DR
RR
AE
Fuerza
m2
kg
5.08
3024.58
29.99
22060.27
INDUSTRIAL INSTRUMENTATION S.A.
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
SITIO EL TAMBORAL
Fecha 21-Sept-15
Análisis de Viento sobre cables TORRE 60m 125mph. SISTTEMEX Viento Normal según Norma TIA / EIA 222 F Altura de la Torre Distancia Basal Factor de Ráfaga GH
60.00 m
Velocidad Viento
125.00 mph
7.50 m
Ancho Superior
1.20 m
0.00 Grados
Altura de Sección
6.00 m
1.115
Nivel
Nivel
Nivel
Ancho
Ancho
Inicial
Final
Medio
Punta
Base
m
m
m
m
m
1
60.00
54.00
57.00
1.20
2
54.00
48.00
51.00
1.83
3
48.00
42.00
45.00
4
42.00
36.00
5
36.00
6 7
Kz
qz
1.83
1.64
kg/m 320.93
2.46
1.59
310.90
2.46
3.09
1.54
39.00
3.09
3.72
30.00
33.00
3.72
30.00
24.00
27.00
24.00
18.00
21.00
8
18.00
12.00
9
12.00
10
6.00
Sección
Dirección de Viento
AF
AR
AF + AR
AG
m2
m2
m2
m2
0.00
0.77
0.77
9.39
0.08
3.04
1.00
1.00
0.00
0.77
0.77
13.17
0.06
3.14
1.00
1.00
299.97
0.00
0.77
0.77
16.95
0.05
3.19
1.00
1.48
287.96
0.00
0.77
0.77
20.73
0.04
3.23
4.35
1.41
274.54
0.00
0.77
0.77
24.51
0.03
4.35
4.98
1.33
259.24
0.00
0.77
0.77
28.29
4.98
5.61
1.24
241.28
0.00
0.77
0.77
32.07
15.00
5.61
6.24
1.12
219.16
0.00
0.77
0.77
6.00
9.00
6.24
6.87
1.00
195.19
0.00
0.77
0.77
0.00
3.00
6.87
7.50
1.00
195.19
2
Totales
AE
Fuerza
m2
kg
0.57
0.44
480.19
0.57
0.44
478.99
1.00
0.57
0.44
469.95
1.00
1.00
0.57
0.44
456.02
3.26
1.00
1.00
0.57
0.44
438.06
0.03
3.27
1.00
1.00
0.57
0.44
415.96
0.02
3.29
1.00
1.00
0.57
0.44
388.80
35.85
0.02
3.30
1.00
1.00
0.57
0.44
354.37
39.63
0.02
3.31
1.00
1.00
0.57
0.44
316.47
0.02
3.32
1.00
1.00
0.57
0.44
317.20
4.40
4116.03
0.00
0.77
0.77
43.41
0.00
7.71
7.71
264.01
e
CF
DF
DR
RR
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
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5.4.-
Viento sobre las Antenas RF
Discrete Appurtenance Pressures - No Ice Description
Aiming Azimuth ° -35.00 120.00 120.00 0.00 120.00 240.00 0.00 120.00 240.00 0.00 120.00 240.00 240.00 Sum Weight:
RF 2.60 x 0.26 x 0.11 RF 2.60 x 0.26 x 0.11 RF 1.32 x 0.16 x 0.07 DBXL-6565A DBXL-6565A DBXL-6565A HBXX-6516DS-VTM HBXX-6516DS-VTM HBXX-6516DS-VTM RRU 410x334x176 RRU 410x334x176 RRU 410x334x176 Tubo 4''
Weight
Offsetx
kg 50.00 50.00 38.58 30.50 30.50 30.50 30.20 30.20 30.20 48.00 48.00 48.00 120.00 584.68
m 0.00 1.53 1.53 1.00 1.03 -2.03 1.00 1.03 -2.03 1.00 1.07 -2.07 -3.80
Offsetz
z
m -1.77 0.88 0.88 -1.77 1.75 0.02 -1.77 1.75 0.02 -1.81 1.77 0.04 1.04
Kz
qz
m 58.70 58.70 58.70 58.70 58.70 58.70 58.70 58.70 58.70 58.00 58.00 58.00 25.00
GH = 1.115
1.655 1.655 1.655 1.655 1.655 1.655 1.655 1.655 1.655 1.650 1.650 1.650 1.297
kgsm 323.28 323.28 323.28 323.28 323.28 323.28 323.28 323.28 323.28 322.18 322.18 322.18 253.32
CAAC Front m2 1.01 1.01 0.39 0.61 0.61 0.61 0.43 0.43 0.43 0.38 0.38 0.38 0.16
CAAC Side m2 0.56 0.56 0.35 0.47 0.47 0.47 0.40 0.40 0.40 0.20 0.20 0.20 0.16
Discrete Appurtenance Vectors - No Ice RF 2.60 x 0.26 x 0.11 - Elevation 58.7 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 90 180
kg
kg 299.40 209.64 299.40
Vz
Vx 115.57 165.05 115.57
kg -77.06 255.45 77.06
-311.54 77.06 311.54
OTMx
OTMz
Torque
kg-m -18376.0 4435.0 18199.3
kg-m
kg-m
4523.3 -14995.0 -4523.3
136.1 -451.3 -136.1
RF 2.60 x 0.26 x 0.11 - Elevation 58.7 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 90 180
kg
kg 182.75 316.53 182.75
Vz
Vx 174.50 100.75 174.50
kg -71.02 324.50 71.02
-242.50 71.02 242.50
OTMx
OTMz
Torque
kg-m -14190.4 4212.9 14278.7
kg-m
kg-m
4092.2 -19124.6 -4245.2
308.3 178.0 -308.3
RF 1.32 x 0.16 x 0.07 - Elevation 58.7 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 90 180
kg
kg 70.27 121.71 70.27
Vz
Vx 108.28 62.51 108.28
OTMx
kg -6.72 136.66 6.72
OTMz
kg-m -128.90 6.72 128.90
Torque kg-m
kg-m -7532.6 428.5 7600.8
335.4 -8081.1 -453.4
191.3 110.4 -191.3
DBXL-6565A - Elevation 58.7 - From Leg A
Wind Azimuth ° 0 90 180
Fa
Fs
kg
kg
kg 220.17 0.00 220.17
Vz
Vx 0.00 170.23 0.00
kg 0.00 170.23 0.00
-220.17 0.00 220.17
11
OTMx
OTMz
Torque
kg-m -12978.0 -53.9 12870.2
kg-m
kg-m
-30.5 -10022.9 -30.5
220.2 -300.7 -220.2
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
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T60v125
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DBXL-6565A - Elevation 58.7 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 90 180
kg
kg 110.09 190.67 110.09
Vz
Vx 147.42 85.11 147.42
OTMx
OTMz
Torque
kg-m -10672.0 1322.8 10778.7
kg-m
kg-m
OTMx
OTMz
Torque
kg-m -10724.8 -1268.9 10725.9
kg-m
kg-m
OTMx
OTMz
kg -21.63 207.69 21.63
-182.71 21.63 182.71
1238.0 -12222.6 -1300.9
150.4 341.0 -150.4
DBXL-6565A - Elevation 58.7 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 90 180
kg
kg 110.09 190.67 110.09
Vz
Vx 147.42 85.11 147.42
kg 21.63 207.69 -21.63
-182.71 -21.63 182.71
-1207.5 -12129.3 1331.4
-370.5 -40.3 370.5
HBXX-6516DS-VTM - Elevation 58.7 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 90 180
kg
kg 155.87 0.00 155.87
Vz
Vx 0.00 144.36 0.00
kg 0.00 144.36 0.00
kg-m -155.87 0.00 155.87
Torque kg-m
kg-m -9202.6 -53.4 9095.9
-30.2 -8504.0 -30.2
155.9 -255.0 -155.9
HBXX-6516DS-VTM - Elevation 58.7 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 90 180
kg
kg 77.93 134.98 77.93
Vz
Vx 125.02 72.18 125.02
OTMx
kg -4.98 152.99 4.98
OTMz
kg-m -147.24 4.98 147.24
Torque kg-m
kg-m -8589.9 345.3 8695.5
261.4 -9011.5 -323.6
142.9 262.5 -142.9
HBXX-6516DS-VTM - Elevation 58.7 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 90 180
kg
kg 77.93 134.98 77.93
Vz
Vx 125.02 72.18 125.02
OTMx
kg 4.98 152.99 -4.98
OTMz
kg-m -147.24 -4.98 147.24
Torque kg-m
kg-m -8642.2 -292.0 8643.2
-231.2 -8919.1 353.8
-298.8 -7.5 298.8
RRU 410x334x176 - Elevation 58 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 90 180
kg
kg 137.74 0.00 137.74
Vz
Vx 0.00 72.58 0.00
OTMx
kg 0.00 72.58 0.00
OTMz
kg-m -137.74 0.00 137.74
Torque kg-m
kg-m -8075.6 -86.8 7901.9
-48.0 -4257.6 -48.0
137.7 -131.3 -137.7
RRU 410x334x176 - Elevation 58 - From Leg B
Wind Azimuth ° 0 90 180
Fa
Fs
kg
kg
kg 68.87 119.28 68.87
Vz
Vx 62.86 36.29 62.86
OTMx
kg -28.21 121.45 28.21
OTMz
kg-m -88.87 28.21 88.87
12
Torque kg-m
kg-m -5069.4 1721.4 5239.4
1585.2 -7095.2 -1687.6
44.9 184.9 -44.9
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
RRU 410x334x176 - Elevation 58 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 90 180
kg
kg 68.87 119.28 68.87
Vz
Vx
OTMx
kg
62.86 36.29 62.86
28.21 121.45 -28.21
OTMz
kg-m -88.87 -28.21 88.87
Torque kg-m
kg-m -5152.6 -1634.6 5156.3
-1537.2 -6944.8 1735.6
-182.6 -53.6 182.6
Tubo 4'' - Elevation 25 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 90 180
5.5.-
kg
kg 22.66 39.26 22.66
Vz
Vx
OTMx
kg
39.26 22.66 39.26
0.00 45.33 0.00
OTMz
kg-m -45.33 0.00 45.33
Torque kg-m
kg-m -1008.4 124.8 1258.1
456.2 -677.0 456.2
-172.3 47.2 172.3
Viento sobre las Antenas WM
Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 90 180
Vx
Vz
OTMx
OTMz
Torque
kg -154.79 2113.36 154.79
kg -2079.69 154.79 2079.69
kg-m -120214.5 9201.1 120444.0
kg-m
kg-m
9407.1 -121984.9 -8765.7
463.4 -115.7 -463.4
Dish Pressures - No Ice Elevation m
Dish Description
Aiming Azimuth ° 135.00 Sum Weight:
26.00 MW 1.30
Offsetx m
Weight kg 50.00 50.00
Offsetz m
3.25
Kz
1.88
qz kgsm
AA m2
1.312
1.33
256.18
Dish Vectors - No Ice Wind Azimuth ° 0 90 180
CA
CS
0.004170 -0.001335 -0.001335
CM
0.000125 0.001170 -0.001170
-0.000157 0.000356 -0.000356
FA
MW 1.30 - Elevation 26 - From Leg B FM Vx FS kg 18.55 173.62 -173.62
kg 618.80 -198.11 -198.11
kg -1192.41 2703.81 -2703.81
kg -424.44 262.85 17.31
Vz
OTMx
OTMz
kg -450.68 17.31 262.85
kg-m -11623.8 543.9 6927.9
kg-m 10873.1 -6996.6 -612.6
Dish Totals - No Ice Wind Azimuth ° 0 90 180
Vx
Vz
OTMx
OTMz
kg -424.44 262.85 17.31
kg -450.68 17.31 262.85
kg-m -11623.8 543.9 6927.9
kg-m 10873.1 -6996.6 -612.6
13
Torque kg-m 637.8 505.5 -890.2
Torque kg-m 637.8 505.5 -890.2
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
6.- ASIGNACIÓN DE CARGAS AL MODELO 6.1. Nudos dela estructura. Cara A
14
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
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Fecha
T60v125
V00
21-SEP-2015
6.2. Nudos dela estructura. Cara B
15
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
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Fecha
T60v125
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21-SEP-2015
6.3. Nudos dela estructura. Cara C
16
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-Sept-15
6.4. Magnitud de cargas y aplicación en nodos TABLE: Joint Loads - Force Joint
LoadPat
Text
Text
CoordSys
F1
F2
F3
M1
M2
M3
Text
Kgf
Kgf
Kgf
Kgf-m
Kgf-m
Kgf-m
1
VIENTO 90
GLOBAL
0.00
828.40
0.00
0.00
0.00
0.00
1
VIENTO 0
GLOBAL
934.24
0.00
0.00
0.00
0.00
0.00
1
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
1
DEAD
GLOBAL
0.00
0.00
-99.18
0.00
0.00
0.00
1
DEAD
GLOBAL
0.00
0.00
-221.90
0.00
0.00
0.00
1
VIENTO 180
GLOBAL
-569.39
0.00
0.00
0.00
0.00
0.00
1
DEAD
GLOBAL
0.00
0.00
-104.42
0.00
0.00
0.00
2
VIENTO 90
GLOBAL
0.00
67.88
0.00
0.00
0.00
0.00
2
VIENTO 0
GLOBAL
77.81
0.00
0.00
0.00
0.00
0.00
2
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
2
DEAD
GLOBAL
0.00
0.00
-6.03
0.00
0.00
0.00
2
DEAD
GLOBAL
0.00
0.00
-12.15
0.00
0.00
0.00
2
LIVE
GLOBAL
0.00
0.00
-100.00
0.00
0.00
0.00
2
VIENTO 180
GLOBAL
-46.37
0.00
0.00
0.00
0.00
0.00
2
RF 0
GLOBAL
350.68
-52.18
-74.64
0.00
0.00
0.00
2
RF 180
GLOBAL
-350.68
52.18
-74.64
0.00
0.00
0.00
2
RF 90
GLOBAL
-52.18
410.92
-74.64
0.00
0.00
0.00
2
DEAD
GLOBAL
0.00
0.00
-30.95
0.00
0.00
0.00
3
VIENTO 0
GLOBAL
934.24
0.00
0.00
0.00
0.00
0.00
3
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
3
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
3
DEAD
GLOBAL
0.00
0.00
-99.18
0.00
0.00
0.00
3
DEAD
GLOBAL
0.00
0.00
-221.90
0.00
0.00
0.00
3
VIENTO 180
GLOBAL
-569.39
0.00
0.00
0.00
0.00
0.00
3
FEEDER 180
GLOBAL
-94.03
0.00
-13.82
0.00
0.00
0.00
3
FEEDER 0
GLOBAL
94.03
0.00
-13.82
0.00
0.00
0.00
3
FEEDER 90
GLOBAL
0.00
94.03
-13.82
0.00
0.00
0.00
3
DEAD
GLOBAL
0.00
0.00
-104.42
0.00
0.00
0.00
4
VIENTO 0
GLOBAL
77.81
0.00
0.00
0.00
0.00
0.00
4
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
4
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
4
DEAD
GLOBAL
0.00
0.00
-6.03
0.00
0.00
0.00
4
DEAD
GLOBAL
0.00
0.00
-12.15
0.00
0.00
0.00
4
LIVE
GLOBAL
0.00
0.00
-100.00
0.00
0.00
0.00
4
VIENTO 180
GLOBAL
-46.37
0.00
0.00
0.00
0.00
0.00
4
FEEDER 0
GLOBAL
36.80
0.00
-3.61
0.00
0.00
0.00
4
FEEDER 180
GLOBAL
-36.80
0.00
-3.61
0.00
0.00
0.00
4
FEEDER 90
GLOBAL
0.00
36.80
-3.61
0.00
0.00
0.00
4
RF 0
GLOBAL
164.98
13.31
-30.35
0.00
0.00
0.00
4
RF 180
GLOBAL
-164.98
-13.31
-30.35
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
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21-Sept-15
4
RF 90
GLOBAL
4
DEAD
GLOBAL
5
VIENTO 90
GLOBAL
5
ESCALERAS
GLOBAL
5
DEAD
5
DEAD
5
13.31
180.34
-30.35
0.00
0.00
0.00
0.00
0.00
-30.95
0.00
828.40
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-15.83
0.00
0.00
0.00
0.00
GLOBAL
0.00
0.00
-99.18
0.00
0.00
0.00
GLOBAL
0.00
0.00
-221.90
0.00
0.00
0.00
VIENTO 180
GLOBAL
-569.39
0.00
0.00
0.00
0.00
0.00
5
FEEDER 180
GLOBAL
-94.03
0.00
-13.82
0.00
0.00
0.00
5
FEEDER 0
GLOBAL
94.03
0.00
-13.82
0.00
0.00
0.00
5
FEEDER 90
GLOBAL
0.00
94.03
-13.82
0.00
0.00
0.00
5
DEAD
GLOBAL
0.00
0.00
-104.42
0.00
0.00
0.00
6
VIENTO 90
GLOBAL
0.00
67.88
0.00
0.00
0.00
0.00
6
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
6
DEAD
GLOBAL
0.00
0.00
-6.03
0.00
0.00
0.00
6
DEAD
GLOBAL
0.00
0.00
-12.15
0.00
0.00
0.00
6
LIVE
GLOBAL
0.00
0.00
-100.00
0.00
0.00
0.00
6
VIENTO 180
GLOBAL
-46.37
0.00
0.00
0.00
0.00
0.00
6
FEEDER 0
GLOBAL
36.80
0.00
-3.61
0.00
0.00
0.00
6
FEEDER 180
GLOBAL
-36.80
0.00
-3.61
0.00
0.00
0.00
6
FEEDER 90
GLOBAL
0.00
36.80
-3.61
0.00
0.00
0.00
6
RF 0
GLOBAL
343.79
-38.53
-55.35
0.00
0.00
0.00
6
RF 180
GLOBAL
-343.79
38.53
-55.35
0.00
0.00
0.00
6
RF 90
GLOBAL
-38.53
285.02
-55.35
0.00
0.00
0.00
6
DEAD
GLOBAL
0.00
0.00
-30.95
0.00
0.00
0.00
7
DEAD
GLOBAL
0.00
0.00
-443.80
0.00
0.00
0.00
8
DEAD
GLOBAL
0.00
0.00
-443.80
0.00
0.00
0.00
9
DEAD
GLOBAL
0.00
0.00
-443.80
0.00
0.00
0.00
10
DEAD
GLOBAL
0.00
0.00
-402.77
0.00
0.00
0.00
11
DEAD
GLOBAL
0.00
0.00
-402.77
0.00
0.00
0.00
12
DEAD
GLOBAL
0.00
0.00
-402.77
0.00
0.00
0.00
13
DEAD
GLOBAL
0.00
0.00
-361.73
0.00
0.00
0.00
14
DEAD
GLOBAL
0.00
0.00
-361.73
0.00
0.00
0.00
15
DEAD
GLOBAL
0.00
0.00
-361.73
0.00
0.00
0.00
16
DEAD
GLOBAL
0.00
0.00
-308.53
0.00
0.00
0.00
17
DEAD
GLOBAL
0.00
0.00
-308.53
0.00
0.00
0.00
18
DEAD
GLOBAL
0.00
0.00
-308.53
0.00
0.00
0.00
19
DEAD
GLOBAL
0.00
0.00
-255.34
0.00
0.00
0.00
19
PLATAFORMA
GLOBAL
0.00
0.00
-150.00
0.00
0.00
0.00
20
DEAD
GLOBAL
0.00
0.00
-255.34
0.00
0.00
0.00
20
PLATAFORMA
GLOBAL
0.00
0.00
-150.00
0.00
0.00
0.00
21
DEAD
GLOBAL
0.00
0.00
-255.34
0.00
0.00
0.00
22
DEAD
GLOBAL
0.00
0.00
-212.48
0.00
0.00
0.00
23
DEAD
GLOBAL
0.00
0.00
-212.48
0.00
0.00
0.00
24
DEAD
GLOBAL
0.00
0.00
-212.48
0.00
0.00
0.00
25
DEAD
GLOBAL
0.00
0.00
-132.99
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
26
DEAD
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-Sept-15
GLOBAL
0.00
0.00
-132.99
0.00
0.00
0.00
27
DEAD
GLOBAL
0.00
0.00
-132.99
0.00
0.00
0.00
28
DEAD
GLOBAL
0.00
0.00
-82.07
0.00
0.00
0.00
29
DEAD
GLOBAL
0.00
0.00
-82.07
0.00
0.00
0.00
30
DEAD
GLOBAL
0.00
0.00
-82.07
0.00
0.00
0.00
31
DEAD
GLOBAL
0.00
0.00
-46.04
0.00
0.00
0.00
31
DEAD
GLOBAL
0.00
0.00
-30.95
0.00
0.00
0.00
32
DEAD
GLOBAL
0.00
0.00
-46.04
0.00
0.00
0.00
32
DEAD
GLOBAL
0.00
0.00
-30.95
0.00
0.00
0.00
33
DEAD
GLOBAL
0.00
0.00
-46.04
0.00
0.00
0.00
33
DEAD
GLOBAL
0.00
0.00
-30.95
0.00
0.00
0.00
37
VIENTO 90
GLOBAL
0.00
1559.42
0.00
0.00
0.00
0.00
37
VIENTO 0
GLOBAL
1757.60
0.00
0.00
0.00
0.00
0.00
37
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
37
DEAD
GLOBAL
0.00
0.00
-188.30
0.00
0.00
0.00
37
VIENTO 180
GLOBAL
-1072.11
0.00
0.00
0.00
0.00
0.00
38
VIENTO 0
GLOBAL
1757.60
0.00
0.00
0.00
0.00
0.00
38
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
38
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
38
DEAD
GLOBAL
0.00
0.00
-188.30
0.00
0.00
0.00
38
VIENTO 180
GLOBAL
-1072.11
0.00
0.00
0.00
0.00
0.00
38
FEEDER 0
GLOBAL
179.55
0.00
-26.32
0.00
0.00
0.00
38
FEEDER 180
GLOBAL
-179.55
0.00
-26.32
0.00
0.00
0.00
38
FEEDER 90
GLOBAL
0.00
179.55
-26.32
0.00
0.00
0.00
34
VIENTO 90
GLOBAL
0.00
1381.32
0.00
0.00
0.00
0.00
34
VIENTO 0
GLOBAL
1560.55
0.00
0.00
0.00
0.00
0.00
34
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
34
DEAD
GLOBAL
0.00
0.00
-168.92
0.00
0.00
0.00
34
VIENTO 180
GLOBAL
-948.82
0.00
0.00
0.00
0.00
0.00
35
VIENTO 0
GLOBAL
1560.55
0.00
0.00
0.00
0.00
0.00
35
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
35
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
35
DEAD
GLOBAL
0.00
0.00
-168.92
0.00
0.00
0.00
35
VIENTO 180
GLOBAL
-948.82
0.00
0.00
0.00
0.00
0.00
35
FEEDER 180
GLOBAL
-173.10
0.00
-23.76
0.00
0.00
0.00
35
FEEDER 0
GLOBAL
173.10
0.00
-23.76
0.00
0.00
0.00
35
FEEDER 90
GLOBAL
0.00
173.10
-23.76
0.00
0.00
0.00
54
DEAD
GLOBAL
0.00
0.00
-127.49
0.00
0.00
0.00
55
DEAD
GLOBAL
0.00
0.00
-127.49
0.00
0.00
0.00
70
DEAD
GLOBAL
0.00
0.00
-8.53
0.00
0.00
0.00
71
DEAD
GLOBAL
0.00
0.00
-8.53
0.00
0.00
0.00
72
DEAD
GLOBAL
0.00
0.00
-8.53
0.00
0.00
0.00
73
DEAD
GLOBAL
0.00
0.00
-8.53
0.00
0.00
0.00
74
VIENTO 90
GLOBAL
0.00
1226.93
0.00
0.00
0.00
0.00
74
VIENTO 0
GLOBAL
1386.48
0.00
0.00
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-Sept-15
74
ESCALERAS
GLOBAL
74
DEAD
GLOBAL
74
VIENTO 180
GLOBAL
75
VIENTO 0
GLOBAL
75
ESCALERAS
75
ESCALERAS
75
0.00
0.00
-13.33
0.00
0.00
0.00
0.00
0.00
-133.41
0.00
0.00
0.00
-842.69
0.00
0.00
0.00
0.00
0.00
1386.48
0.00
0.00
0.00
0.00
0.00
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
DEAD
GLOBAL
0.00
0.00
-133.41
0.00
0.00
0.00
75
VIENTO 180
GLOBAL
-842.69
0.00
0.00
0.00
0.00
0.00
75
FEEDER 0
GLOBAL
172.88
0.00
-21.39
0.00
0.00
0.00
75
FEEDER 180
GLOBAL
-172.88
0.00
-21.39
0.00
0.00
0.00
75
FEEDER 90
GLOBAL
0.00
172.88
-21.39
0.00
0.00
0.00
80
DEAD
GLOBAL
0.00
0.00
-71.36
0.00
0.00
0.00
81
DEAD
GLOBAL
0.00
0.00
-71.36
0.00
0.00
0.00
90
DEAD
GLOBAL
0.00
0.00
-7.68
0.00
0.00
0.00
91
DEAD
GLOBAL
0.00
0.00
-7.68
0.00
0.00
0.00
92
DEAD
GLOBAL
0.00
0.00
-7.68
0.00
0.00
0.00
93
DEAD
GLOBAL
0.00
0.00
-7.68
0.00
0.00
0.00
94
VIENTO 90
GLOBAL
0.00
922.55
0.00
0.00
0.00
0.00
94
VIENTO 0
GLOBAL
1038.98
0.00
0.00
0.00
0.00
0.00
94
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
94
DEAD
GLOBAL
0.00
0.00
-123.57
0.00
0.00
0.00
94
VIENTO 180
GLOBAL
-634.45
0.00
0.00
0.00
0.00
0.00
95
VIENTO 0
GLOBAL
1038.98
0.00
0.00
0.00
0.00
0.00
95
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
95
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
95
DEAD
GLOBAL
0.00
0.00
-123.57
0.00
0.00
0.00
95
VIENTO 180
GLOBAL
-634.45
0.00
0.00
0.00
0.00
0.00
95
FEEDER 0
GLOBAL
157.09
0.00
-17.31
0.00
0.00
0.00
95
FEEDER 180
GLOBAL
-157.09
0.00
-17.31
0.00
0.00
0.00
95
FEEDER 90
GLOBAL
0.00
157.09
-17.31
0.00
0.00
0.00
97
VIENTO 90
GLOBAL
0.00
1089.34
0.00
0.00
0.00
0.00
97
VIENTO 0
GLOBAL
1230.09
0.00
0.00
0.00
0.00
0.00
97
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
97
DEAD
GLOBAL
0.00
0.00
-118.62
0.00
0.00
0.00
97
VIENTO 180
GLOBAL
-748.40
0.00
0.00
0.00
0.00
0.00
98
VIENTO 0
GLOBAL
1230.09
0.00
0.00
0.00
0.00
0.00
98
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
98
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
98
DEAD
GLOBAL
0.00
0.00
-118.62
0.00
0.00
0.00
98
VIENTO 180
GLOBAL
-748.40
0.00
0.00
0.00
0.00
0.00
98
FEEDER 180
GLOBAL
-166.30
0.00
-19.22
0.00
0.00
0.00
98
FEEDER 0
GLOBAL
166.30
0.00
-19.22
0.00
0.00
0.00
98
FEEDER 90
GLOBAL
0.00
166.30
-19.22
0.00
0.00
0.00
98
MW 90
GLOBAL
0.00
22.67
-60.00
0.00
0.00
0.00
98
MW 180
GLOBAL
-22.67
0.00
-60.00
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-Sept-15
98
MW 0
GLOBAL
22.67
0.00
-60.00
0.00
0.00
0.00
103
DEAD
GLOBAL
0.00
0.00
-64.39
0.00
0.00
0.00
104
DEAD
GLOBAL
0.00
0.00
-64.39
0.00
0.00
0.00
113
DEAD
GLOBAL
0.00
0.00
-6.92
0.00
0.00
0.00
114
DEAD
GLOBAL
0.00
0.00
-6.92
0.00
0.00
0.00
115
DEAD
GLOBAL
0.00
0.00
-6.92
0.00
0.00
0.00
116
DEAD
GLOBAL
0.00
0.00
-6.92
0.00
0.00
0.00
120
DEAD
GLOBAL
0.00
0.00
-33.29
0.00
0.00
0.00
121
DEAD
GLOBAL
0.00
0.00
-33.29
0.00
0.00
0.00
121
MW 0
GLOBAL
225.34
-212.22
-97.50
0.00
0.00
0.00
121
MW 90
GLOBAL
-8.66
131.44
-97.50
0.00
0.00
0.00
121
MW 180
GLOBAL
-131.44
8.66
-97.50
0.00
0.00
0.00
126
DEAD
GLOBAL
0.00
0.00
-6.23
0.00
0.00
0.00
126
MW 0
GLOBAL
225.34
-212.22
-97.50
0.00
0.00
0.00
126
MW 90
GLOBAL
-8.66
131.44
-97.50
0.00
0.00
0.00
126
MW 180
GLOBAL
-131.44
8.66
-97.50
0.00
0.00
0.00
127
DEAD
GLOBAL
0.00
0.00
-6.23
0.00
0.00
0.00
127
MW 90
GLOBAL
0.00
22.67
-60.00
0.00
0.00
0.00
127
MW 180
GLOBAL
-22.67
0.00
-60.00
0.00
0.00
0.00
127
MW 0
GLOBAL
22.67
0.00
-60.00
0.00
0.00
0.00
128
VIENTO 90
GLOBAL
0.00
746.48
0.00
0.00
0.00
0.00
128
VIENTO 0
GLOBAL
830.08
0.00
0.00
0.00
0.00
0.00
128
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
128
DEAD
GLOBAL
0.00
0.00
-106.93
0.00
0.00
0.00
128
VIENTO 180
GLOBAL
-515.79
0.00
0.00
0.00
0.00
0.00
129
VIENTO 0
GLOBAL
830.08
0.00
0.00
0.00
0.00
0.00
129
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
129
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
129
DEAD
GLOBAL
0.00
0.00
-106.93
0.00
0.00
0.00
129
VIENTO 180
GLOBAL
-515.79
0.00
0.00
0.00
0.00
0.00
129
FEEDER 180
GLOBAL
-146.74
0.00
-15.62
0.00
0.00
0.00
129
FEEDER 0
GLOBAL
146.74
0.00
-15.62
0.00
0.00
0.00
129
FEEDER 90
GLOBAL
0.00
146.74
-15.62
0.00
0.00
0.00
131
VIENTO 90
GLOBAL
0.00
614.86
0.00
0.00
0.00
0.00
131
VIENTO 0
GLOBAL
682.05
0.00
0.00
0.00
0.00
0.00
131
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
131
DEAD
GLOBAL
0.00
0.00
-83.57
0.00
0.00
0.00
131
VIENTO 180
GLOBAL
-425.23
0.00
0.00
0.00
0.00
0.00
132
VIENTO 0
GLOBAL
682.05
0.00
0.00
0.00
0.00
0.00
132
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
132
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
132
DEAD
GLOBAL
0.00
0.00
-83.57
0.00
0.00
0.00
132
VIENTO 180
GLOBAL
-425.23
0.00
0.00
0.00
0.00
0.00
132
FEEDER 0
GLOBAL
135.59
0.00
-14.06
0.00
0.00
0.00
132
FEEDER 180
GLOBAL
-135.59
0.00
-14.06
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-Sept-15
132
FEEDER 90
GLOBAL
0.00
135.59
-14.06
0.00
0.00
0.00
134
VIENTO 90
134
VIENTO 0
GLOBAL
0.00
491.02
0.00
0.00
0.00
0.00
GLOBAL
547.81
0.00
0.00
0.00
0.00
134
ESCALERAS
0.00
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
134
DEAD
GLOBAL
134
VIENTO 180
GLOBAL
0.00
0.00
-61.41
0.00
0.00
0.00
-338.87
0.00
0.00
0.00
0.00
135
VIENTO 0
GLOBAL
0.00
547.81
0.00
0.00
0.00
0.00
0.00
135
ESCALERAS
135
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
GLOBAL
0.00
0.00
-15.83
0.00
0.00
135
0.00
DEAD
GLOBAL
0.00
0.00
-61.41
0.00
0.00
0.00
135
VIENTO 180
GLOBAL
-338.87
0.00
0.00
0.00
0.00
0.00
135
FEEDER 180
GLOBAL
-124.58
0.00
-12.65
0.00
0.00
0.00
135
FEEDER 0
GLOBAL
124.58
0.00
-12.65
0.00
0.00
0.00
135
FEEDER 90
GLOBAL
0.00
124.58
-12.65
0.00
0.00
0.00
137
VIENTO 90
GLOBAL
0.00
388.36
0.00
0.00
0.00
0.00
137
VIENTO 0
GLOBAL
435.57
0.00
0.00
0.00
0.00
0.00
137
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
137
DEAD
GLOBAL
0.00
0.00
-44.05
0.00
0.00
0.00
137
VIENTO 180
GLOBAL
-267.49
0.00
0.00
0.00
0.00
0.00
138
VIENTO 0
GLOBAL
435.57
0.00
0.00
0.00
0.00
0.00
138
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
138
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
138
DEAD
GLOBAL
0.00
0.00
-44.05
0.00
0.00
0.00
138
VIENTO 180
GLOBAL
-267.49
0.00
0.00
0.00
0.00
0.00
138
FEEDER 0
GLOBAL
113.75
0.00
-11.37
0.00
0.00
0.00
138
FEEDER 180
GLOBAL
-113.75
0.00
-11.37
0.00
0.00
0.00
138
FEEDER 90
GLOBAL
0.00
113.75
-11.37
0.00
0.00
0.00
140
VIENTO 90
GLOBAL
0.00
327.32
0.00
0.00
0.00
0.00
140
VIENTO 0
GLOBAL
369.67
0.00
0.00
0.00
0.00
0.00
140
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
140
DEAD
GLOBAL
0.00
0.00
-33.34
0.00
0.00
0.00
140
VIENTO 180
GLOBAL
-224.86
0.00
0.00
0.00
0.00
0.00
141
VIENTO 0
GLOBAL
369.67
0.00
0.00
0.00
0.00
0.00
141
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
141
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
141
DEAD
GLOBAL
0.00
0.00
-33.34
0.00
0.00
0.00
141
VIENTO 180
GLOBAL
-224.86
0.00
0.00
0.00
0.00
0.00
141
FEEDER 180
GLOBAL
-103.57
0.00
-10.23
0.00
0.00
0.00
141
FEEDER 0
GLOBAL
103.57
0.00
-10.23
0.00
0.00
0.00
141
FEEDER 90
GLOBAL
0.00
103.57
-10.23
0.00
0.00
0.00
143
VIENTO 90
GLOBAL
0.00
268.57
0.00
0.00
0.00
0.00
143
VIENTO 0
GLOBAL
303.60
0.00
0.00
0.00
0.00
0.00
143
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
143
DEAD
GLOBAL
0.00
0.00
-27.60
0.00
0.00
0.00
143
VIENTO 180
GLOBAL
-184.44
0.00
0.00
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-Sept-15
144
VIENTO 0
GLOBAL
303.60
0.00
0.00
0.00
0.00
0.00
144
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
144
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
144
DEAD
GLOBAL
0.00
0.00
-27.60
0.00
0.00
0.00
144
VIENTO 180
GLOBAL
-184.44
0.00
0.00
0.00
0.00
0.00
144
FEEDER 0
GLOBAL
94.33
0.00
-9.24
0.00
0.00
0.00
144
FEEDER 180
GLOBAL
-94.33
0.00
-9.24
0.00
0.00
0.00
144
FEEDER 90
GLOBAL
0.00
94.33
-9.24
0.00
0.00
0.00
146
VIENTO 90
GLOBAL
0.00
221.13
0.00
0.00
0.00
0.00
146
VIENTO 0
GLOBAL
249.46
0.00
0.00
0.00
0.00
0.00
146
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
146
DEAD
GLOBAL
0.00
0.00
-21.82
0.00
0.00
0.00
146
VIENTO 180
GLOBAL
-151.97
0.00
0.00
0.00
0.00
0.00
147
VIENTO 0
GLOBAL
249.46
0.00
0.00
0.00
0.00
0.00
147
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
147
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
147
DEAD
GLOBAL
0.00
0.00
-21.82
0.00
0.00
0.00
147
VIENTO 180
GLOBAL
-151.97
0.00
0.00
0.00
0.00
0.00
147
FEEDER 180
GLOBAL
-85.26
0.00
-8.30
0.00
0.00
0.00
147
FEEDER 0
GLOBAL
85.26
0.00
-8.30
0.00
0.00
0.00
147
FEEDER 90
GLOBAL
0.00
85.26
-8.30
0.00
0.00
0.00
149
VIENTO 90
GLOBAL
0.00
186.42
0.00
0.00
0.00
0.00
149
VIENTO 0
GLOBAL
211.76
0.00
0.00
0.00
0.00
0.00
149
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
149
DEAD
GLOBAL
0.00
0.00
-19.62
0.00
0.00
0.00
149
VIENTO 180
GLOBAL
-127.79
0.00
0.00
0.00
0.00
0.00
150
VIENTO 0
GLOBAL
211.76
0.00
0.00
0.00
0.00
0.00
150
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
150
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
150
DEAD
GLOBAL
0.00
0.00
-19.62
0.00
0.00
0.00
150
VIENTO 180
GLOBAL
-127.79
0.00
0.00
0.00
0.00
0.00
150
FEEDER 0
GLOBAL
76.73
0.00
-7.47
0.00
0.00
0.00
150
FEEDER 180
GLOBAL
-76.73
0.00
-7.47
0.00
0.00
0.00
150
FEEDER 90
GLOBAL
0.00
76.73
-7.47
0.00
0.00
0.00
152
VIENTO 90
GLOBAL
0.00
140.98
0.00
0.00
0.00
0.00
152
VIENTO 0
GLOBAL
161.38
0.00
0.00
0.00
0.00
0.00
152
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
152
DEAD
GLOBAL
0.00
0.00
-15.47
0.00
0.00
0.00
152
VIENTO 180
GLOBAL
-96.36
0.00
0.00
0.00
0.00
0.00
153
VIENTO 0
GLOBAL
161.38
0.00
0.00
0.00
0.00
0.00
153
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
153
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
153
DEAD
GLOBAL
0.00
0.00
-15.47
0.00
0.00
0.00
153
VIENTO 180
GLOBAL
-96.36
0.00
0.00
0.00
0.00
0.00
153
FEEDER 180
GLOBAL
-69.18
0.00
-6.73
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-Sept-15
153
FEEDER 0
GLOBAL
69.18
0.00
-6.73
0.00
0.00
0.00
153
FEEDER 90
GLOBAL
155
VIENTO 90
GLOBAL
0.00
69.18
-6.73
0.00
0.00
0.00
0.00
111.33
0.00
0.00
0.00
155
VIENTO 0
GLOBAL
127.25
0.00
0.00
0.00
0.00
0.00
0.00
155
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
155
DEAD
GLOBAL
0.00
0.00
-11.73
0.00
0.00
0.00
155
VIENTO 180
GLOBAL
-76.13
0.00
0.00
0.00
0.00
0.00
156
VIENTO 0
GLOBAL
127.25
0.00
0.00
0.00
0.00
0.00
156
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
156
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
156
DEAD
GLOBAL
0.00
0.00
-11.73
0.00
0.00
0.00
156
VIENTO 180
GLOBAL
-76.13
0.00
0.00
0.00
0.00
0.00
156
FEEDER 0
GLOBAL
62.31
0.00
-6.06
0.00
0.00
0.00
156
FEEDER 180
GLOBAL
-62.31
0.00
-6.06
0.00
0.00
0.00
156
FEEDER 90
GLOBAL
0.00
62.31
-6.06
0.00
0.00
0.00
158
PLATAFORMA
GLOBAL
0.00
0.00
-166.67
0.00
0.00
0.00
158
VIENTO 90
GLOBAL
0.00
120.33
0.00
0.00
0.00
0.00
158
VIENTO 0
GLOBAL
137.76
0.00
0.00
0.00
0.00
0.00
158
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
158
DEAD
GLOBAL
0.00
0.00
-11.59
0.00
0.00
0.00
158
VIENTO 180
GLOBAL
-82.24
0.00
0.00
0.00
0.00
0.00
158
RF 90
GLOBAL
-80.39
532.37
-122.64
0.00
0.00
0.00
158
RF 0
GLOBAL
439.55
-80.39
-122.64
0.00
0.00
0.00
158
RF 180
GLOBAL
-439.55
80.39
-122.64
0.00
0.00
0.00
159
PLATAFORMA
GLOBAL
0.00
0.00
-166.67
0.00
0.00
0.00
159
VIENTO 0
GLOBAL
137.76
0.00
0.00
0.00
0.00
0.00
159
ESCALERAS
GLOBAL
0.00
0.00
-13.33
0.00
0.00
0.00
159
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
159
DEAD
GLOBAL
0.00
0.00
-11.59
0.00
0.00
0.00
159
VIENTO 180
GLOBAL
-82.24
0.00
0.00
0.00
0.00
0.00
159
FEEDER 180
GLOBAL
-66.27
0.00
-6.47
0.00
0.00
0.00
159
FEEDER 0
GLOBAL
66.27
0.00
-6.47
0.00
0.00
0.00
159
FEEDER 90
GLOBAL
0.00
66.67
-6.47
0.00
0.00
0.00
159
RF 0
GLOBAL
253.85
41.52
-78.35
0.00
0.00
0.00
159
RF 180
GLOBAL
-253.85
-41.52
-78.35
0.00
0.00
0.00
159
RF 90
GLOBAL
41.52
301.79
-78.35
0.00
0.00
0.00
289
VIENTO 90
GLOBAL
0.00
1559.42
0.00
0.00
0.00
0.00
289
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
289
DEAD
GLOBAL
0.00
0.00
-188.30
0.00
0.00
0.00
289
VIENTO 180
GLOBAL
-1072.11
0.00
0.00
0.00
0.00
0.00
289
FEEDER 0
GLOBAL
179.55
0.00
-26.32
0.00
0.00
0.00
289
FEEDER 180
GLOBAL
-179.55
0.00
-26.32
0.00
0.00
0.00
289
FEEDER 90
GLOBAL
0.00
179.55
-26.32
0.00
0.00
0.00
301
VIENTO 90
GLOBAL
0.00
1381.32
0.00
0.00
0.00
0.00
301
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
301
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-Sept-15
DEAD
GLOBAL
0.00
0.00
-168.92
0.00
0.00
0.00
301
VIENTO 180
GLOBAL
-948.82
0.00
0.00
0.00
0.00
0.00
301
FEEDER 180
GLOBAL
-173.10
0.00
-23.76
0.00
0.00
0.00
301
FEEDER 0
GLOBAL
173.10
0.00
-23.76
0.00
0.00
0.00
301
FEEDER 90
GLOBAL
0.00
173.10
-23.76
0.00
0.00
0.00
302
DEAD
GLOBAL
0.00
0.00
-127.49
0.00
0.00
0.00
307
DEAD
GLOBAL
0.00
0.00
-8.53
0.00
0.00
0.00
308
DEAD
GLOBAL
0.00
0.00
-8.53
0.00
0.00
0.00
309
VIENTO 90
GLOBAL
0.00
1226.93
0.00
0.00
0.00
0.00
309
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
309
DEAD
GLOBAL
0.00
0.00
-133.41
0.00
0.00
0.00
309
VIENTO 180
GLOBAL
-842.69
0.00
0.00
0.00
0.00
0.00
309
FEEDER 0
GLOBAL
172.88
0.00
-21.39
0.00
0.00
0.00
309
FEEDER 180
GLOBAL
-172.88
0.00
-21.39
0.00
0.00
0.00
309
FEEDER 90
GLOBAL
0.00
172.88
-21.39
0.00
0.00
0.00
310
DEAD
GLOBAL
0.00
0.00
-71.36
0.00
0.00
0.00
315
DEAD
GLOBAL
0.00
0.00
-7.68
0.00
0.00
0.00
316
DEAD
GLOBAL
0.00
0.00
-7.68
0.00
0.00
0.00
317
VIENTO 90
GLOBAL
0.00
1089.34
0.00
0.00
0.00
0.00
317
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
317
DEAD
GLOBAL
0.00
0.00
-118.62
0.00
0.00
0.00
317
VIENTO 180
GLOBAL
-748.40
0.00
0.00
0.00
0.00
0.00
317
FEEDER 180
GLOBAL
-166.30
0.00
-19.22
0.00
0.00
0.00
317
FEEDER 0
GLOBAL
166.30
0.00
-19.22
0.00
0.00
0.00
317
FEEDER 90
GLOBAL
0.00
166.30
-19.22
0.00
0.00
0.00
319
DEAD
GLOBAL
0.00
0.00
-64.39
0.00
0.00
0.00
324
DEAD
GLOBAL
0.00
0.00
-6.92
0.00
0.00
0.00
325
DEAD
GLOBAL
0.00
0.00
-6.92
0.00
0.00
0.00
326
VIENTO 90
GLOBAL
0.00
922.55
0.00
0.00
0.00
0.00
326
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
326
DEAD
GLOBAL
0.00
0.00
-123.57
0.00
0.00
0.00
326
VIENTO 180
GLOBAL
-634.45
0.00
0.00
0.00
0.00
0.00
326
FEEDER 0
GLOBAL
157.09
0.00
-17.31
0.00
0.00
0.00
326
FEEDER 180
GLOBAL
-157.09
0.00
-17.31
0.00
0.00
0.00
326
FEEDER 90
GLOBAL
0.00
157.09
-17.31
0.00
0.00
0.00
328
DEAD
GLOBAL
0.00
0.00
-33.29
0.00
0.00
0.00
331
DEAD
GLOBAL
0.00
0.00
-6.23
0.00
0.00
0.00
332
VIENTO 90
GLOBAL
0.00
746.48
0.00
0.00
0.00
0.00
332
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
332
DEAD
GLOBAL
0.00
0.00
-106.93
0.00
0.00
0.00
332
VIENTO 180
GLOBAL
-515.79
0.00
0.00
0.00
0.00
0.00
332
FEEDER 180
GLOBAL
-146.74
0.00
-15.62
0.00
0.00
0.00
332
FEEDER 0
GLOBAL
146.74
0.00
-15.62
0.00
0.00
0.00
332
FEEDER 90
GLOBAL
0.00
146.74
-15.62
0.00
0.00
0.00
333
VIENTO 90
GLOBAL
0.00
614.86
0.00
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-Sept-15
333
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
333
DEAD
GLOBAL
333
VIENTO 180
GLOBAL
0.00
0.00
-425.23
0.00
-83.57
0.00
0.00
0.00
0.00
0.00
0.00
333
FEEDER 0
GLOBAL
135.59
0.00
0.00
-14.06
0.00
0.00
0.00
333
FEEDER 180
GLOBAL
333
FEEDER 90
GLOBAL
-135.59
0.00
-14.06
0.00
0.00
0.00
0.00
135.59
-14.06
0.00
0.00
334
VIENTO 90
GLOBAL
0.00
0.00
491.02
0.00
0.00
0.00
0.00
334
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
334
DEAD
GLOBAL
0.00
0.00
-61.41
0.00
0.00
0.00
334
VIENTO 180
GLOBAL
-338.87
0.00
0.00
0.00
0.00
0.00
334
FEEDER 180
GLOBAL
-124.58
0.00
-12.65
0.00
0.00
0.00
334
FEEDER 0
GLOBAL
124.58
0.00
-12.65
0.00
0.00
0.00
334
FEEDER 90
GLOBAL
0.00
124.58
-12.65
0.00
0.00
0.00
335
VIENTO 90
GLOBAL
0.00
388.36
0.00
0.00
0.00
0.00
335
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
335
DEAD
GLOBAL
0.00
0.00
-44.05
0.00
0.00
0.00
335
VIENTO 180
GLOBAL
-267.49
0.00
0.00
0.00
0.00
0.00
335
FEEDER 0
GLOBAL
113.75
0.00
-11.37
0.00
0.00
0.00
335
FEEDER 180
GLOBAL
-113.75
0.00
-11.37
0.00
0.00
0.00
335
FEEDER 90
GLOBAL
0.00
113.75
-11.37
0.00
0.00
0.00
336
VIENTO 90
GLOBAL
0.00
327.32
0.00
0.00
0.00
0.00
336
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
336
DEAD
GLOBAL
0.00
0.00
-33.34
0.00
0.00
0.00
336
VIENTO 180
GLOBAL
-224.86
0.00
0.00
0.00
0.00
0.00
336
FEEDER 180
GLOBAL
-103.57
0.00
-10.23
0.00
0.00
0.00
336
FEEDER 0
GLOBAL
103.57
0.00
-10.23
0.00
0.00
0.00
336
FEEDER 90
GLOBAL
0.00
103.57
-10.23
0.00
0.00
0.00
337
VIENTO 90
GLOBAL
0.00
268.57
0.00
0.00
0.00
0.00
337
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
337
DEAD
GLOBAL
0.00
0.00
-27.60
0.00
0.00
0.00
337
VIENTO 180
GLOBAL
-184.44
0.00
0.00
0.00
0.00
0.00
337
FEEDER 0
GLOBAL
94.33
0.00
-9.24
0.00
0.00
0.00
337
FEEDER 180
GLOBAL
-94.33
0.00
-9.24
0.00
0.00
0.00
337
FEEDER 90
GLOBAL
0.00
94.33
-9.24
0.00
0.00
0.00
338
VIENTO 90
GLOBAL
0.00
221.13
0.00
0.00
0.00
0.00
338
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
338
DEAD
GLOBAL
0.00
0.00
-21.82
0.00
0.00
0.00
338
VIENTO 180
GLOBAL
-151.97
0.00
0.00
0.00
0.00
0.00
338
FEEDER 180
GLOBAL
-85.26
0.00
-8.30
0.00
0.00
0.00
338
FEEDER 0
GLOBAL
85.26
0.00
-8.30
0.00
0.00
0.00
338
FEEDER 90
GLOBAL
0.00
85.26
-8.30
0.00
0.00
0.00
339
VIENTO 90
GLOBAL
0.00
186.42
0.00
0.00
0.00
0.00
339
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
339
DEAD
GLOBAL
0.00
0.00
-19.62
0.00
0.00
0.00
339
VIENTO 180
GLOBAL
-127.79
0.00
0.00
0.00
0.00
0.00
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
339
FEEDER 0
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-Sept-15
GLOBAL
76.73
0.00
-7.47
0.00
0.00
0.00
339
FEEDER 180
GLOBAL
-76.73
0.00
-7.47
0.00
0.00
0.00
339
FEEDER 90
GLOBAL
0.00
76.73
-7.47
0.00
0.00
0.00
340
VIENTO 90
GLOBAL
0.00
140.98
0.00
0.00
0.00
0.00
340
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
340
DEAD
GLOBAL
0.00
0.00
-15.47
0.00
0.00
0.00
340
VIENTO 180
GLOBAL
-96.36
0.00
0.00
0.00
0.00
0.00
340
FEEDER 180
GLOBAL
-69.18
0.00
-6.73
0.00
0.00
0.00
340
FEEDER 0
GLOBAL
69.18
0.00
-6.73
0.00
0.00
0.00
340
FEEDER 90
GLOBAL
0.00
69.18
-6.73
0.00
0.00
0.00
341
VIENTO 90
GLOBAL
0.00
111.33
0.00
0.00
0.00
0.00
341
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
341
DEAD
GLOBAL
0.00
0.00
-11.73
0.00
0.00
0.00
341
VIENTO 180
GLOBAL
-76.13
0.00
0.00
0.00
0.00
0.00
341
FEEDER 0
GLOBAL
62.31
0.00
-6.06
0.00
0.00
0.00
341
FEEDER 180
GLOBAL
-62.31
0.00
-6.06
0.00
0.00
0.00
341
FEEDER 90
GLOBAL
0.00
62.31
-6.06
0.00
0.00
0.00
342
PLATAFORMA
GLOBAL
0.00
0.00
-166.67
0.00
0.00
0.00
342
VIENTO 90
GLOBAL
0.00
120.33
0.00
0.00
0.00
0.00
342
ESCALERAS
GLOBAL
0.00
0.00
-15.83
0.00
0.00
0.00
342
DEAD
GLOBAL
0.00
0.00
-11.59
0.00
0.00
0.00
342
VIENTO 180
GLOBAL
-82.24
0.00
0.00
0.00
0.00
0.00
342
FEEDER 180
GLOBAL
-66.27
0.00
-6.47
0.00
0.00
0.00
342
FEEDER 0
GLOBAL
66.27
0.00
-6.47
0.00
0.00
0.00
342
FEEDER 90
GLOBAL
0.00
66.67
-6.47
0.00
0.00
0.00
342
RF 0
GLOBAL
481.53
-38.53
-103.35
0.00
0.00
0.00
342
RF 180
GLOBAL
-481.53
38.53
-103.35
0.00
0.00
0.00
342
RF 90
GLOBAL
-38.53
357.60
-103.35
0.00
0.00
0.00
377
DEAD
GLOBAL
0.00
0.00
-141.75
0.00
0.00
0.00
378
DEAD
GLOBAL
0.00
0.00
-141.75
0.00
0.00
0.00
387
DEAD
GLOBAL
0.00
0.00
-12.86
0.00
0.00
0.00
388
DEAD
GLOBAL
0.00
0.00
-12.86
0.00
0.00
0.00
389
DEAD
GLOBAL
0.00
0.00
-12.86
0.00
0.00
0.00
390
DEAD
GLOBAL
0.00
0.00
-12.86
0.00
0.00
0.00
396
DEAD
GLOBAL
0.00
0.00
-141.75
0.00
0.00
0.00
397
DEAD
GLOBAL
0.00
0.00
-12.86
0.00
0.00
0.00
398
DEAD
GLOBAL
0.00
0.00
-12.86
0.00
0.00
0.00
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
7.- REACCIONES DE DISEÑO
7.1.-
Reacciones Basales OutputCase Text DEAD LIVE ESCALERAS PLAT AFORMA VIENTO 0 VIENTO 90 VIENTO 180 FEEDER 0 FEEDER 90 FEEDER 180 RF 0 RF 90 RF 180 MW 0 MW 90 MW 180 D+L+W0 D+L+W90 D+L+W180
7.2.-
CaseType Text LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination
TABLE: Base Reactions GlobalFY GlobalFZ Kgf Kgf 0.00 13313.03 0.00 300.00 0.00 1050.00 0.00 800.00 0.00 0.00 -21385.28 0.00 0.00 0.00 0.00 467.26 -4116.92 467.26 0.00 467.26 154.80 464.68 -2068.04 464.68 -154.80 464.68 424.44 315.00 -308.21 315.00 -17.31 315.00 579.24 16709.96 -27878.45 16709.96 -172.11 16709.97
GlobalFX Kgf 0.00 0.00 0.00 0.00 -24084.28 0.00 22060.20 -4116.12 0.00 4116.12 -2034.37 154.80 2034.37 -496.01 17.31 308.21 -30730.78 172.11 28518.90
GlobalMX Kgf-m 0.00 0.00 504.86 0.00 0.00 532651.96 0.00 507.95 134150.68 507.95 -9189.57 121650.93 9074.67 -11338.69 7884.91 285.77 -19515.45 796843.34 10373.25
GlobalMY Kgf-m 0.00 0.00 199.43 376.72 -599676.18 0.00 549532.81 -133889.54 -293.26 133303.01 -119726.35 9127.84 119717.80 -12561.64 890.38 8489.52 -865277.55 10301.12 811619.30
GlobalMZ Kgf-m 0.00 0.00 0.00 0.00 0.00 -15066.48 0.00 4205.96 -2428.48 -4205.96 -212.28 179.51 212.28 -1536.29 463.78 535.57 2457.40 -16851.67 -3458.12
Reacciones de diseño.
TABLE: Joint Reactions Joint Text 1.00 1.00 1.00 3.00 3.00 3.00 5.00 5.00 5.00
OutputCase Text D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W90 D+L+W180
CaseType Text Combination Combination Combination Combination Combination Combination Combination Combination Combination
F1 Kgf ‐5743.20 ‐7231.58 5655.58 ‐6371.41 7741.06 6244.99 ‐18616.18 ‐337.38 16618.33
F2 Kgf ‐6422.03 ‐11982.72 6965.95 6792.54 ‐12652.89 ‐6888.57 208.72 ‐3242.84 ‐249.49
Resultante
Compresión Tensión Cortante
8615.50 13995.76 8972.74 9313.08 14833.06 9297.97 18617.35 3260.34 16620.20
F3 M1 Kgf Kgf‐mm ‐58437.05 0.00 ‐99882.81 0.00 66665.37 0.00 ‐63641.17 0.00 112608.75 0.00 69431.57 0.00 138788.18 0.00 3984.03 0.00 ‐119386.98 0.00
138788.18 kg ‐119386.98 kg 18617.35 kg
29
M2 Kgf‐mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
305.33 kips ‐262.65 kips 40.96 kips
M3 Kgf‐mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
INDUSTRIAL INSTRUMENTATION SITIO EL TAMBORAL
Torre T60v125
MEMORIA DE CÁLCULO Revisión V00
Fecha 21-Sept-15
8.- VERIFICACIÓN DE ELEMENTOS ESTRUCTURALES DE LA TORRE Frame Text 64 66 68 1 3 7 19 20 21 23 25 29 33 35 37 41 45 62 63 70 71 82 83 84 85 90 91 98 100 102 110 111 112 113 114 115 116 117 118 119 126 127 128 129 130 131 132 134 136 138 139 140 142 144 146 147
DesignSect Text P12 P12 P12 P10 P10 P10 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 P10 P10 P10 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P8 P8 P8 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P8 P8 P8 L4X4X1/4 L4X4X1/4 P6 P6 P6 L3X3X5/16 L3X3X5/16
DesignType Text Column Column Column Column Column Column Brace Brace Brace Brace Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Beam Beam Column Column Column Brace Brace Column Column Column Brace Brace
TABLE: Steel Design 1 - Summary Data - AISC-ASD89 Status Ratio RatioType Combo Location ErrMsg Text Unitless Text Text m Text No Messages 0.80 PMM D+L+W90 1.16 No Messages No Messages 0.89 PMM D+L+W90 1.16 No Messages No Messages 1.09 PMM D+L+W0 1.16 No Messages No Messages 0.86 PMM D+L+W90 0.06 No Messages No Messages 0.95 PMM D+L+W90 0.06 No Messages No Messages 1.17 PMM D+L+W0 0.06 No Messages No Messages 0.17 PMM D+L+W180 0.28 No Messages No Messages 0.37 PMM D+L+W180 0.28 No Messages No Messages 0.41 PMM D+L+W90 0.28 No Messages No Messages 0.40 PMM D+L+W180 0.28 No Messages No Messages 0.50 PMM D+L+W90 0.00 No Messages No Messages 0.41 PMM D+L+W0 0.00 No Messages No Messages 0.20 PMM D+L+W90 0.00 No Messages No Messages 0.44 PMM D+L+W0 0.00 No Messages No Messages 0.69 PMM D+L+W90 0.00 No Messages No Messages 0.76 PMM D+L+W90 0.00 No Messages No Messages 0.93 PMM D+L+W0 0.00 No Messages No Messages 0.16 PMM D+L+W0 0.00 No Messages No Messages 0.15 PMM D+L+W0 0.00 No Messages No Messages 0.27 PMM D+L+W180 0.28 No Messages No Messages 0.31 PMM D+L+W180 0.28 No Messages No Messages 0.49 PMM D+L+W90 0.28 No Messages No Messages 0.35 PMM D+L+W180 0.28 No Messages No Messages 0.71 PMM D+L+W90 0.00 No Messages No Messages 0.44 PMM D+L+W90 0.00 No Messages No Messages 0.35 PMM D+L+W0 0.00 No Messages No Messages 0.46 PMM D+L+W0 0.00 No Messages No Messages 0.84 PMM D+L+W90 0.50 No Messages No Messages 0.97 PMM D+L+W90 0.50 No Messages No Messages 1.17 PMM D+L+W0 0.50 No Messages No Messages 0.12 PMM D+L+W0 0.00 No Messages No Messages 0.12 PMM D+L+W0 0.00 No Messages No Messages 0.16 PMM D+L+W180 0.28 No Messages No Messages 0.27 PMM D+L+W180 0.28 No Messages No Messages 0.42 PMM D+L+W90 0.28 No Messages No Messages 0.31 PMM D+L+W180 0.28 No Messages No Messages 0.59 PMM D+L+W90 0.00 No Messages No Messages 0.38 PMM D+L+W0 0.00 No Messages No Messages 0.23 PMM D+L+W90 0.00 No Messages No Messages 0.38 PMM D+L+W0 0.00 No Messages No Messages 0.13 PMM D+L+W0 0.00 No Messages No Messages 0.24 PMM D+L+W90 0.00 No Messages No Messages 0.16 PMM D+L+W180 0.21 No Messages No Messages 0.18 PMM D+L+W180 0.21 No Messages No Messages 0.27 PMM D+L+W90 0.00 No Messages No Messages 0.23 PMM D+L+W0 0.00 No Messages No Messages 0.53 PMM D+L+W90 3.41 No Messages No Messages 0.67 PMM D+L+W90 3.41 No Messages No Messages 0.80 PMM D+L+W0 3.41 No Messages No Messages 0.13 PMM D+L+W90 0.00 No Messages No Messages 0.44 PMM D+L+W90 0.00 No Messages No Messages 0.66 PMM D+L+W90 0.00 No Messages No Messages 0.90 PMM D+L+W90 0.00 No Messages No Messages 1.08 PMM D+L+W0 0.00 No Messages No Messages 0.12 PMM D+L+W180 0.00 No Messages No Messages 0.61 PMM D+L+W90 0.00 No Messages
WarnMsg Text No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION SITIO EL TAMBORAL 154 155 156 158 160 162 163 172 174 176 2 5 281 282 283 284 285 286 287 288 291 292 293 294 295 296 297 298 301 302 303 304 305 306 307 308 309 310 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335
L3X3X1/4 L3X3X1/4 P4 P4 P4 L2.5X2.5X1/4 L2.5X2.5X1/4 P3 P3 P3 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X5/16 L3X3X5/16 L3X3X1/4 L3X3X1/4 L2.5X2.5X1/4 L2.5X2.5X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16
Brace Brace Column Column Column Brace Brace Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125 No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.13 0.53 0.81 1.04 1.22 0.14 0.64 0.83 1.07 1.23 0.15 0.15 0.50 0.35 0.33 0.08 0.56 0.38 0.48 0.36 0.63 0.40 0.35 0.09 0.85 0.55 0.74 0.45 0.14 0.14 0.50 0.23 0.33 0.08 0.67 0.33 0.56 0.27 0.25 0.19 0.21 0.07 0.29 0.26 0.48 0.43 0.70 0.55 0.57 0.48 0.69 0.59 0.78 0.59 0.56 0.45 0.80 0.63 0.56 0.48 0.42
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W180 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W180 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W180 D+L+W90 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0
Fecha 21-Sept-15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.20 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.21 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.05 2.05 1.86 1.86 1.67 1.67 1.50 1.50 1.35
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION SITIO EL TAMBORAL 336 337 338 339 340 341 342 343 344 359 360 361 362 363 364 365 366 369 370 371 372 373 374 375 376 379 380 381 382 383 384 385 386 387 388 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416
L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X5/16 L3X3X5/16 L3X3X1/4 L3X3X1/4 L2.5X2.5X1/4 L2.5X2.5X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16
Brace Brace Brace Brace Brace Brace Brace Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125 No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.34 0.66 0.71 0.61 0.49 0.45 0.26 0.16 0.14 0.42 0.35 0.52 0.32 0.46 0.17 0.59 0.34 0.54 0.35 0.64 0.38 0.59 0.15 0.87 0.50 0.14 0.05 0.42 0.23 0.52 0.25 0.56 0.12 0.70 0.25 0.23 0.11 0.20 0.20 0.12 0.27 0.49 0.58 0.65 0.82 0.56 0.68 0.68 0.83 0.70 0.89 0.51 0.63 0.71 0.87 0.50 0.61 0.36 0.42 0.62 0.71
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W180 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0
Fecha 21-Sept-15 1.35 1.22 1.22 1.10 1.10 1.21 1.21 3.20 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.21 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.05 2.05 1.86 1.86 1.67 1.67 1.50 1.50 1.35 1.35 1.22 1.22
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION SITIO EL TAMBORAL 417 418 419 420 421 422 426 427 428 429 432 435 453 454 459 460 461 462 463 464 465 466 471 472 473 474 475 476 477 478 479 480 483 484 485 486 487 488 489 490 491 492 493 494 495 81 87 9 11 14 15 17 22 26 28 31 34 38 40 43 46
L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 P12 P12 P12 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4
Brace Brace Brace Brace Beam Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125 No Messages No Messages No Messages No Messages No Messages No Messages See WarnMsg See WarnMsg See WarnMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See WarnMsg See WarnMsg See WarnMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.46 0.53 0.39 0.33 0.14 0.06 0.00 0.00 0.00 0.79 0.89 1.09 0.08 0.09 0.35 0.23 0.59 0.26 0.73 0.27 0.38 0.30 0.10 0.09 0.78 0.32 0.43 0.07 0.88 0.33 0.78 0.26 0.10 0.06 0.69 0.25 0.80 0.30 0.60 0.09 0.90 0.31 0.00 0.00 0.00 0.19 0.19 0.07 0.20 0.69 0.58 0.31 0.30 0.28 0.27 0.56 0.48 0.30 0.29 0.74 0.59
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W180 D+L+W0 D+L+W90 D+L+W0 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W180 D+L+W180 D+L+W90 D+L+W90 D+L+W180 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90
Fecha 21-Sept-15 1.10 1.10 1.21 1.21 3.20 0.00 0.00 0.00 0.00 5.47 5.47 5.47 0.00 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.28 0.28 0.28 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.88 0.00 0.15 0.00 2.39 2.15 2.39 2.15 2.14 1.93 2.14 1.93 1.93 1.74 1.93 1.74
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
kl/r > 200 kl/r > 200 kl/r > 200
kl/r > 200 kl/r > 200 kl/r > 200
No Messages No Messages No Messages No Messages No Messages No Messages (AISC-ASD B7, AISC-ASD SAM 4) (AISC-ASD B7, AISC-ASD SAM 4) (AISC-ASD B7, AISC-ASD SAM 4) No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages (AISC-ASD B7, AISC-ASD SAM 4) (AISC-ASD B7, AISC-ASD SAM 4) (AISC-ASD B7, AISC-ASD SAM 4) No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION SITIO EL TAMBORAL 48 50 52 54 56 58 60 65 69 73 75 77 79 88 89 92 93 94 95 96 97 99 101 103 104 105 106 107 108 109 120 121 122 123 124 125 133 135 137 141 143 145 148 149 150 151 152 153 27 32 42 4 6 8 10 13 18 30 39 47 51
L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 2L4X4X1/4 L4X4X1/4 2L4X4X1/4 L4X4X1/4 2L4X4X1/4 L4X4X1/4 2L4X4X1/4 L4X4X1/4 2L4X4X1/4 L4X4X1/4 2L4X4X1/4 L4X4X1/4 Round 1.5" Round 1.5" Round 1.5" L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16
Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Column Column Column Beam Beam Beam Brace Brace Brace Brace Brace Brace Beam
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125 No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.22 0.21 0.40 0.60 0.61 0.58 0.85 0.67 0.72 0.60 0.44 0.44 0.94 0.72 0.64 0.57 0.51 0.71 0.32 0.54 0.90 0.74 0.67 0.66 0.60 0.50 0.76 0.64 0.72 0.64 1.00 0.77 0.42 0.64 0.53 0.82 0.33 0.75 0.20 0.34 0.25 0.64 0.44 1.05 0.46 1.18 0.39 0.84 0.29 0.49 0.56 0.03 0.03 0.03 0.26 0.75 0.23 0.67 0.14 0.48 0.02
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W90 D+L+W180 D+L+W90 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W90 D+L+W0
Fecha 21-Sept-15 1.74 0.00 1.74 0.00 4.77 2.15 2.39 2.15 2.14 1.93 2.14 1.93 1.93 1.74 3.87 1.74 1.74 0.00 3.48 0.00 2.39 2.15 2.39 2.15 2.14 1.93 2.14 1.93 1.93 1.74 1.93 1.74 1.74 0.00 1.74 0.00 2.66 2.39 2.66 2.39 2.66 2.39 2.66 2.39 2.66 2.39 2.66 2.39 0.18 0.18 0.18 0.00 0.00 0.00 1.22 1.22 1.10 1.10 1.21 1.21 0.00
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION SITIO EL TAMBORAL 53 55 57 59 61 67 72 74 76 78 80 157 161 164 165 166 167 12 24 44 168 170 173 177 179 181 183 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214
L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16
Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125 No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.04 0.02 0.02 0.03 0.02 0.02 0.03 0.02 0.02 0.03 0.02 0.03 0.02 0.03 0.01 0.03 0.01 0.22 0.70 0.22 0.52 0.22 0.76 0.22 0.54 0.18 0.44 0.06 0.06 0.04 0.03 0.03 0.05 0.04 0.03 0.03 0.02 0.08 0.08 0.05 0.04 0.03 0.05 0.05 0.03 0.03 0.02 0.08 0.08 0.05 0.04 0.03 0.03 0.03 0.03 0.02 0.02
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W180 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W180 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90
Fecha 21-Sept-15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.05 2.05 1.86 1.86 1.67 1.67 1.50 1.50 1.35 1.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Esquema gráfico de la relación de esfuerzos
36
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
9.- REVISIÓN DE ESTABILIDAD. REVISIÓN DE ESTABILIDAD TORRE DE TELECOMUNICACION EL TAMBORAL CLARO Torre Atirantada 60m 125mph V01
Cliente: Tipo de torre: Revisión 1.0 Datos de Fundación:
a= b= b= d= L= W= t= c= φ= β=
Dimensiones del Pedestal Sobreelevación de pedestal: Desplante: Dimensiones de la Zapata Peralte de zapata: Profundidad de pedestal: Angulo de fricción del suelo: Angulo de superficie de rotura:
1.050 1.050 0.300 3.800 4.300 4.300 0.600 3.200 22.00 14.67
m m m m m m m m ° °
Datos del concreto: Peso volumetrico del concreto:
γC =
Resistencia a compresión:
f'C =
Volumen de concreto:
VC =
Peso de concreto :
WC = 6.29 m
x
2,400.00 kg/m3 245.00 kg/cm2 14.95 m3 35,886.60 kg 6.29 m
1.05 m 0.30 m N.F.:30.00 m 14.67° 3.80 m
0.60 m
4.30 m
37
x
4.30 m
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
2.0 Datos de suelo de soporte: 2.00 kg/cm2 1,750.00 kg/m3 6.29 m 6.29 m 107.78 m3
qa = γS =
Capacidad de soporte del suelo: Peso volumetrico del suelo:
L= B= V=
Proyección del la cuña de suelo Volumen total: Volumen de suelo:
Vs = WS =
92.82 m3 162,439.7 kg
Peso resistente del suelo: Nota: Todas las secciones transversales en planta se han tomado cuadradas. c= Cohesión: 10,000.00 kg/m2 Fc = 20,963.66 kg Fuerza de cohesión: Requerimientos de estabilidad TIA/EIA-222-F:
Reacciones:
Torre: Compresión: Tensión: Cortante:
Torre Atirantada 60m 125mph P= 138,788.2 kg T= 119,387.0 kg V= 18,617.35 kg
Peso resistente de suelo:
WR =
183,403.4 kg
Peso del concreto:
WC =
35,886.60 kg
Máxima reacción de levantamiento: Diámetro de la fundación: Cortante: Momento de vuelco:
UP = 119,387.0 kg d= 4.30 m S= 182.64 kN M= 0.00 kN.m ( Apoyo articulado )
Longitud de desplante:
L D L D M IN 0.61
S S2 S M 2 2 143d 96 143d 41333 d
Desplante:
LD =
3.80 m
Desplante minimo:
LD mín =
3.70 m
1 2
(m)
LD
>
LD MÍN
Si cumple
120,411.0 kg
>
119,387 kg
Si cumple
>
119,387 kg
Si cumple
Levantamiento: 1. W R
2.0
2.
WC Up 1.25
WR WC Up 1.5 146,193.3 kg
38
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10.- REVISIÓN DE CIMENTACIÓN. 10.1.
Zapatas Aisladas.
Para la revisión estructural de la zapata se tomaron los siguiente parámetros: Capacidad de carga:
20.0 kg/cm²
Peso volumétrico suelo:
1750 kg/m³
Dimensiones de Zapata:
4.30 m x 4.30 m x 0.6 m
Pedestal:
1.05m x 1.05m
Nivel de Desplante:
3.5.0 m
Resistencia del Concreto:
245 kg/cm²
Resistencia del Acero:
2800 kg/cm²
Acero de Refuerzo Zapata:
Superior 1 # 6 G40 @ 20.0 cm Inferior 1 # 8 G40 @ 20.0 cm
Acero de Refuerzo Pedestal:
Vertical 24 # 8 G40 Estribos 3 # 4 G40 @ 20.0 cm
En el anexo C, se muestra el detalle de la planta de cimentaciones.
10.2.
Panel Text 1 1 1
Capacidad de carga del suelo
TABLE: Soil Pressures ‐ Summary OutputCase CaseType MaxPress MinPress GlobalXMax GlobalYMax GlobalXMin GlobalYMin Text Text kgf/cm2 kgf/cm2 cm cm cm cm D+L+W0 Combination ‐0.14 ‐1.68 ‐431.51 590.00 540.51 0.00 D+L+W90 Combination 0.07 ‐1.51 ‐431.51 ‐482.50 ‐431.51 590.00 D+L+W180 Combination 0.19 ‐1.25 540.51 0.00 ‐431.51 590.00
39
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Gráfico Condición máxima de esfuerzos inducidos al suelo
10.3.
Punzonamiento.
Point Text 166.00 167.00 168.00
TABLE: Concrete Slab Design 02 ‐ Punching Shear Data GlobalX GlobalY ReinfType Status Ratio Combo cm cm Text Text Unitless Text ‐216.51 ‐375.00 None OK 0.43 1.3(D+L+W90) ‐216.51 375.00 None OK 0.42 1.3(D+L+W90) 433.01 0.00 None OK 0.51 1.3(D+L+W0)
40
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Gráfico de Punzonamiento
10.4. Strip Text CSA1 CSA1 CSA1 CSA2 CSA2 CSA2 CSA3 CSA3 CSA3 CSB1 CSB1 CSB1 CSB2 CSB2 CSB2 CSB3 CSB3 CSB3
SpanID Text Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1 Span 1
Acero de Refuerzo.
Location Text Start Middle End Start Middle End Start Middle End Start Middle End Start Middle End Start Middle End
FTopCombo Text 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W180) 1.3(D+L+W180) 1.3(D+L+W180) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W180) 1.3(D+L+W180) 1.3(D+L+W180)
rea acero Superior Varillas # 6
100.12 36
TABLE: Concrete Slab Design Summary 01 ‐ Flexural And Shear Data FTopMoment FTopArea FBotCombo FBotMoment FBotArea VCombo kgf‐cm cm2 Text kgf‐cm cm2 Text ‐3373641.20 28.22 1.3(D+L+W180) 2448701.60 14.67 ‐8613280.80 69.13 1.3(D+L+W180) 6807222.40 40.98 1.3(D+L+W90) ‐3043918.80 24.84 1.3(D+L+W180) 1344820.60 9.36 1.3(D+L+W90) ‐2699547.80 23.39 1.3(D+L+W90) 3460490.80 21.40 ‐7605230.40 62.70 1.3(D+L+W90) 8868470.40 53.86 1.3(D+L+W90) ‐1480825.10 11.39 1.3(D+L+W90) 3125198.20 19.78 1.3(D+L+W90) ‐2561080.40 19.75 1.3(D+L+W0) 2775277.00 18.35 ‐12167545.00 100.12 1.3(D+L+W0) 13107604.80 79.52 1.3(D+L+W0) ‐4429534.00 37.33 1.3(D+L+W0) 4778751.20 28.56 1.3(D+L+W0) ‐3718598.00 32.66 1.3(D+L+W180) 2160573.80 14.19 ‐10196347.00 86.95 1.3(D+L+W180) 5331213.20 33.58 1.3(D+L+W90) ‐2278895.60 18.24 1.3(D+L+W180) 1962055.60 12.99 1.3(D+L+W90) ‐2175800.80 18.74 1.3(D+L+W90) 2363433.80 15.94 ‐5900483.60 49.41 1.3(D+L+W90) 10410617.60 64.82 1.3(D+L+W90) ‐2404902.00 21.41 1.3(D+L+W90) 3807417.60 23.40 1.3(D+L+W90) ‐3848000.40 33.09 1.3(D+L+W0) 4153692.40 26.76 ‐9544646.40 79.38 1.3(D+L+W0) 10324021.60 64.92 1.3(D+L+W0) ‐3811221.60 32.72 1.3(D+L+W0) 4114099.20 26.60 1.3(D+L+W0) 2
cm
Área acero Inferior = Varillas # 8
41
79.52 16
VForce VArea Status Layer kgf cm2/cm Text Text 0.00 0.00 OK A 18164.48 0.00 OK A 46835.75 0.00 OK A 0.00 0.00 OK A 18766.21 0.00 OK A 48592.57 0.00 OK A 0.00 0.00 OK A 13387.69 0.00 OK A 80387.59 0.00 OK A 0.00 0.00 OK B 22252.73 0.00 OK B 38584.59 0.00 OK B 0.00 0.00 OK B 11055.29 0.00 OK B 64155.21 0.00 OK B 0.00 0.00 OK B 21210.56 0.00 OK B 64599.00 0.00 OK B
2
cm
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Gráfico de demanda de acero de refuerzo. Lecho Inferior
Gráfico de demanda de acero de refuerzo. Lecho Superior
42
MEMORIA DE CÁLCULO
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11.- REVISIÓN DE PERNOS.
REVISIÓN DE PERNOS DE CONEXIÓN. TORRE 60m 125 mph. SITIO EL TAMBORAL
Diametro de Número de Perno Pernos mm 13 1
Carga Actuante
Carga permitida
Relación de Esfuerzo
Status
kg 1870.32
Relación de Esfuerzo Permisible
Kg 628.39
1
0.34
1.333
OK
882.75
1870.32
0.47
1.333
OK
13 13
1
847.83
1870.32
0.45
1.333
OK
1
890.16
1870.32
0.48
1.333
A325N
OK
13
1
1278.21
1870.32
0.68
1.333
OK
Diagonal Diagonal
A325N
13
1
1382.19
1870.32
0.74
1.333
OK
A325N
13
1
1338.37
1870.32
0.72
1.333
OK
P8 P9
Diagonal
A325N
13
1
1497.11
1870.32
0.80
1.333
OK
Diagonal
A325N
16
1
1679.01
2922.37
0.57
1.333
OK
P10
Diagonal
A325N
16
1
1951.04
2922.37
0.67
1.333
OK
P11
Diagonal
A325N
16
1
2354.47
2922.37
0.81
1.333
OK
P12
Diagonal
A325N
19
1
2674.78
4110.68
0.65
1.333
OK
Diagonal
A325N
22
1
4003.12
4932.82
0.81
1.333
OK
Panel
Tipo de Elemento
Tipo de Perno
P1
Diagonal
A325N
P2
Diagonal
A325N
13
P3
Diagonal
A325N
P4
Diagonal
A325N
P5
Diagonal
P6 P7
P13 P14 P15 P16
Horizontal
A325N
13
1
445.46
1870.32
0.24
1.333
OK
Diagonal
A325N
22
1
4238.03
4932.82
0.86
1.333
OK OK
Horizontal
A325N
13
1
543.52
1870.32
0.29
1.333
Diagonal
A325N
19
2
5331.43
8416.42
0.63
1.333
OK
Horizontal
A325N
13
1
524.38
1870.32
0.28
1.333
OK
Diagonal
A325N
19
2
5794.43
8416.42
0.69
1.333
OK
Horizontal
A325N
13
1
881.04
1870.32
0.47
1.333
OK
Diagonal
A325N
19
2
6895.93
8416.42
0.82
1.333
OK
Horizontal
A325N
13
1
578.90
1870.32
0.31
1.333
OK
Sección
Tipo de Elemento
Tipo de Perno
Carga Actuante
Carga permitida
Relación de Esfuerzo
Status
T1
Montante
A325N
Kg 9324.56
kg 23561.94
Relación de Esfuerzo Permisible
0.40
1.333
OK
T2
Montante
A325N
13
6
20370.79
23561.94
0.86
1.333
OK
T3
Montante
A325N
13
6
30491.28
23561.94
1.29
1.333
OK
T4
Montante
A325N
16
6
43777.06
36815.54
1.19
1.333
OK
T5
Montante
A325N
19
6
52656.69
53014.38
0.99
1.333
OK
T6
Montante
A325N
22
6
73646.81
72158.46
1.02
1.333
OK
T7
Montante
A325N
22
6
87916.81
72158.46
1.22
1.333
OK
T8
Montante
A325N
25
6
105280.87
94247.78
1.12
1.333
OK
P17
Diametro de Número de Perno Pernos mm 13 6
T9
Montante
A325N
25
6
123201.96
94247.78
1.31
1.333
OK
T10
Montante
F1554-36
44
6
124958.89
125555.71
1.00
1.333
OK
43
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12.- REVISIÓN DE PLACAS DE CONEXIÓN Y BRIDAS REVISIÓN DE BRIDAS Y PLACAS DE CONEXIÓN MONTANTE-BREIZA. TORRE 60m 125 mph. SITIO EL TAMBORAL
Panel
Tipo de Elemento
Tipo de Perno
P1
Diagonal
A325N
Diametro Número de Perno de Pernos in 1/2
1
Tensión Espesor Placa Distancia Actuante tc D1
Esf. últ. Placa Fu
Tensión Relación Perm. Relación de Esf. de Esf. Perm. Ksi
Status
Kips
in
in
Ksi
1.382
3/8
0.875
58.00
6.797
0.203
1.33
Ok
P2
Diagonal
A325N
1/2
1
1.942
3/8
0.875
58.00
6.797
0.286
1.33
Ok
P3
Diagonal
A325N
1/2
1
1.865
3/8
0.875
58.00
6.797
0.274
1.33
Ok
P4
Diagonal
A325N
1/2
1
1.958
3/8
0.875
58.00
6.797
0.288
1.33
Ok
P5
Diagonal
A325N
1/2
1
2.812
3/8
0.875
58.00
6.797
0.414
1.33
Ok
P6
Diagonal
A325N
1/2
1
3.041
3/8
0.875
58.00
6.797
0.447
1.33
Ok
P7
Diagonal
A325N
1/2
1
2.944
3/8
0.875
58.00
6.797
0.433
1.33
Ok
P8
Diagonal
A325N
1/2
1
3.294
3/8
0.875
58.00
6.797
0.485
1.33
Ok
P9
Diagonal
A325N
5/8
1
3.694
3/8
1.125
58.00
8.836
0.418
1.33
Ok
P10
Diagonal
A325N
5/8
1
4.292
3/8
1.125
58.00
8.836
0.486
1.33
Ok
P11
Diagonal
A325N
5/8
1
5.180
3/8
1.125
58.00
8.836
0.586
1.33
Ok
P12
Diagonal
A325N
3/4
1
5.885
3/8
1.250
58.00
9.516
0.618
1.33
Ok
Diagonal
A325N
7/8
1
8.807
3/8
1.500
58.00
11.555
0.762
1.33
Ok
P13 P14 P15 P16 P17
Horizontal
A325N
1/2
1
0.980
3/8
0.875
58.00
6.797
0.144
1.33
Ok
Diagonal
A325N
7/8
1
9.324
3/8
1.500
59.00
11.754
0.793
2.33
Ok
Horizontal
A325N
1/2
1
1.196
3/8
0.875
58.00
6.797
0.176
1.33
Ok Ok
Diagonal
A325N
3/4
2
11.729
3/8
3.245
59.00
23.453
0.500
2.33
Horizontal
A325N
1/2
1
1.154
3/8
0.875
58.00
6.797
0.170
1.33
Ok
Diagonal
A325N
3/4
2
12.748
3/8
3.245
59.00
23.453
0.544
2.33
Ok
Horizontal
A325N
1/2
1
1.938
3/8
0.875
58.00
6.797
0.285
1.33
Ok
3.245
58.00
23.055
0.658
1.33
Ok
0.875
58.00
6.797
0.187
1.33
Ok
r2
r3
k1
k3
f3
in
in
Diagonal
A325N
3/4
2
15.171
3/8
Horizontal
A325N
1/2
1
1.274
3/8
Diámetro Espesor Dist. del tubo Espesor Carga Diámetro Calidad del tubo del Tubo al centro perno Sección del tubo de Acero del Flange Actuante dc tc e1 in ksi in Kips in in in
Espesor requerido tp in
Status
T1
1 1/2
36
5/8
20.51
1.900
0.145
1.500
2.450
0.878
1.027
3.027
2.569
0.421
Ok
T2
3
36
5/8
44.82
3.500
0.216
1.500
3.250
1.642
0.683
2.683
3.512
0.532
Ok
T3
4
36
3/4
67.08
4.500
0.237
1.500
3.750
2.132
0.565
2.565
4.110
0.601
Ok
T4
6
36
3/4
96.31
6.625
0.280
1.500
4.813
3.173
0.417
2.417
5.351
0.632
Ok
T5
8
36
7/8
115.84
8.625
0.322
1.500
5.813
4.152
0.337
2.337
6.485
0.629
Ok
T6
8
36
7/8
162.02
8.625
0.322
1.500
5.813
4.152
0.337
2.337
6.485
0.744
Ok
T7
10
36
1
193.42
10.750
0.365
1.500
6.875
5.193
0.281
2.281
7.661
0.748
Ok
T8
10
36
1
231.62
10.750
0.365
1.500
6.875
5.193
0.281
2.281
7.661
0.819
Ok
T9
12
36
1 1/8
271.04
12.750
0.375
1.500
7.875
6.188
0.241
2.241
8.823
0.825
Ok
T10
12
36
1 3/4
274.91
12.750
0.375
3.047
9.422
6.188
0.421
2.421
5.308
1.071
Ok
44
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13.- CONCLUSIONES Y RECOMENDACIONES
13.1.-
Estructura de torre.
En el anexo III, se muestran las relaciones de esfuerzos a los que estaría sometida la torre después de analizar la torre actual con las cargas actuales más las cargas proyectadas. Como se puede observar la torre no cumple, para las cargas impuestas (cargas actuales + cargas proyectadas) por lo que es necesario reforzar la torre como se indica en la sección 14 13.2.-
Pernos de Anclaje y de conexión.
En la sección 11 se detalla la relación de esfuerzos de cada perno de conexión y anclaje, como se muestra en esa sección todos los pernos cumplen con los niveles de resistencia requeridos. No es necesario tomar acciones correctivas. 13.3.-
Estabilidad contra volteo.
En la sección 9, se detalla las condiciones mínimas que debe cumplir la cimentación para cumplir con los requisitos de resistencia contra volteo. El análisis determina que el desplante mínimo debe de ser de 3.70m, mientras que el plano de cimentación muestra que el desplante de la cimentación es de 3.50m. Además, para cumplir con la resistencia contra volteo es necesario que la cimentación este desplantada a una profundidad mínima de 3.80m. Las acciones correctivas se muestran en la sección 14 Propuestas de reforzamiento. 13.4.-
Capacidad de soporte
En la sección 10.2, se lee que el esfuerzo máximo impuesto al suelo es de 1.68 kg/cm², mientras que el estudio de suelos establece la capacidad de soporte del suelo de 2.0 kg/cm². No es necesario tomar acciones correctivas. 13.5.-
Acero de refuerzo.
En el anexo IV, se muestra la cantidad de acero requerida para las condiciones actuales de cimentación y las condiciones de carga actual + proyectada. De este anexo se puede determinar que la cimentación necesita ser reforzada.
45
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La zapata no satisface el área de acero a tensión (Lecho Superior) en su condición actual, para las cargas actuales y futuras. Por eso se incrementó el peralte de la zapata a 75 cm. Las dimensiones de la nueva zapata son 4.3m x 4.3m x 0.75m con una resistencia del concreto f´c = 250kg/cm². La cimentación propuesta requiere 79.52 cm² en el lecho inferior y la cimentación actual tiene 106.47 cm² por lo que no es necesario tomar acciones correctivas. En el lecho superior, las cargas impuestas demandan 100.12 cm² y la zapata actual esta reforzada con 21 # 6 que es equivalente a 59.85 cm², esto implica que es necesario proporcionar 40.27cm² de acero de refuerzo (20 # 5 G40) 13.6.-
Punzonamiento
En la sección 10.3, se muestra los valores de punzonamiento que transmiten los pedestales, el valor máximo valor es de 0.506 por lo que cumple satisfactoriamente, ya que es menor a 1. No se necesita acción correctiva.
14.- PROPUESTA DE REFORZAMIENTO. 14.1.-
Sección 10.
La propuesta de solución es colocar una diagonal igual a la D17-B, con lo cual se cumplirá con los requsitos de resistencia y evitará los riesgos generados a partir de retirar elementos principales para ser sustituidos. Para colocar la nueva pieza será necesario sustituir la Horizontal SH-9, por una con las mismas características (L2x3/16”) pero con una longitud menor, además, es necesario sustituir la placa de conexión con una como la mostrada en el “Detalle A”. La Diagonal D17-B reforzada debe quedar como la mostrada en el “Corte A-A”. Ver Anexo V 14.2.-
Sección 9.
En esta sección los elementos que fallan son las horizontales secundarias SH-6 (L 1 ½” x 3/16”), pero también se recomienda cambiar las Horizontales secundarias SH-7. Las nuevas horizontales secundarias SHN-6 y SHN-7 deben ser perfiles de L 2 x 3/16” ASTM A-36, además de ser de la misma longitud y distribución de pernos (2 pernos A325 de diámetro de ½”). Ver Anexo V
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14.3.-
Sección 3.
En la sección 3 de la torre los perfiles tubulares de P 3” Sch 40 A-53-B, son los elementos que no satisfacen los requisitos de resistencia. Para incrementar la resistencia de las secciones tubulares, se colocaron nuevos arrostramientos horizontales que permitieron disminuir la longitud no arriostrada, incrementando por ende, la capacidad a compresión de los tubos. Se deben instalar angulares horizontales de L 2” x 3/16” auxiliándose de abrazaderas tubulares para conectarse al montante y sustituyendo las placas separadoras por placas de conexión central de 3/8” que permitirán generar el ensamble central. Ver Anexo V 14.4.-
Sección 2
En la sección 2 de la torre los perfiles tubulares de P 4” Sch 40 A-53-B, son los elementos que no satisfacen los requisitos de resistencia. Para incrementar la resistencia de las secciones tubulares, se colocaron nuevos arrostramientos horizontales y diagonales que permitieron disminuir la longitud no arriostrada, incrementando por ende, la capacidad a compresión de los tubos. Se deben instalar angulares horizontales y diagonales de L 2” x 3/16” A-36 auxiliándose de abrazaderas tubulares para conectarse al montante. Ver Anexo V 14.5.-
Sección 1
En la primera sección de la torre los perfiles tubulares de P 1 ½” Sch 40 A-53-B son los elementos que no satisfacen los requisitos de resistencia. Para incrementar la resistencia de las secciones tubulares, se colocaron nuevos arrostramientos horizontales que permitieron disminuir la longitud no arriostrada, incrementando por ende, la capacidad a compresión de los tubos. Adicionalmente es necesario incrementar el área de acero de la sección, lo cual se lograra a través de introducir una varilla de acero de 40mm con un esfuerzo de fluencia mini. de 25300 kg/cm² en el tubo de P 1 ½” Sch 40 A-53-B Se deben instalar angulares horizontales de L 1 ½” x 3/16” auxiliándose de abrazaderas tubulares para conectarse al montante y sustituyendo las placas separadoras por placas de conexión central de 3/8” que permitirán generar el ensamble central. Ver Anexo V 14.6.-
Subestructura: Fundación.
47
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
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21-SEP-2015
La subestructura no satisface los requisitos de resistencia del acero, zapata y volteo, por lo que es necesario modificar la geometría actual de la cimentación, incrementando el peralte de la zapata y el nivel de desplante. La zapata no satisface el área de acero a tensión (Lecho Superior) en su condición actual, para las cargas actuales y futuras. Por eso se incrementó el peralte de la zapata a 75 cm. Las dimensiones de la nueva zapata son 4.3m x 4.3m x 0.75m con una resistencia del concreto f´c = 250kg/cm², esta zapata se reforzara con 20 # 5 G60 en Ambos Sentidos. Para satisfacer los requisitos de volteo, se deberá agregar un relleno de 0.30m de espesor sobre el área de proyección de un cono de arrancamiento de las zapatas. Ver Anexo V
15.- ANEXOS
48
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Anexo I: PLANO LLAVE TORRE T60V125 MODELO SISTTEMEX.
49
18 TORN. Ø 1 2" x 2"
TODAS LAS PL's SON e= 3 8" 16"
1200
D2
D3
T. Ø 1 2" x 1 1 2"
D5
D6
LI 2 1 2 " x D11
A2
SD-5 A3
SH-5
D15B SH-6
A3
D16A SH-6
SD-6
SD-6
SD-7
SD-7
H4
TRAMO 9 OC Ø 12" CED. 40 6000
SH-7
18 TORN. Ø 1" x 4 1 4"
A3
DF-1
SH-7
ANCLA Ø 1 3 4"
4"
SD-8
SD-8
SD-9
SD-9
H5
DF-2 SH-9
A3
SH-9
LI 2" x 316"
1
SH-8
LI 4" x
SH-8
A3
LI 21 2" x 316"
D16B D17A
TRAMO 10 OC Ø 12" CED. 40 6000
LI 4" x 1 4"
18 TORN. Ø 1" x 3 3 4"
PLS-1
SH-5
PLS-2
SD-5
TRAMO 8 OC Ø 10" CED. 40 6000
LI 11 2" x 316"
D15
TORN. Ø1 2" x 2"
SD-4
SD-4 H3
SIMBOLOGIA: D Diagonales A Auxiliares PLX Placas de empalme en cruce de diagonales CONVENCIONES: LI - Angulo de lados iguales DISTANCIA ENTRE PIERNAS
TORN. Ø 1 2" x 1 1 2"
SH-4
SH-4
TORN. Ø 1 2" x 11 2"
D15A
LI 3" x
A3
TORN. Ø1 2" x 11 2"
1
D14B
4"
4"
18 TORN. Ø 7 8" x 3 1 2"
4"
T. Ø3 4" x 2 PLS-1
SH-3
A3
LI 3" x 1 4" PLX-7
SH-3
D14
TORN. Ø 1 2" x 1 3 4"
SD-3
PLS-2
SD-3
PLX-6
SD-2
LI 3" x 1 4"
H2
TRAMO 7 OC Ø 10" CED. 40 6000
SH-2
SD-2
LI 2" x 316"
D14A
SH-2
PLX-5
A3
1
SH-1 D13B
6.-Todo el proceso de galvanizado se efectuará después de soldadura, por inmersión en caliente de acuerdo a las normas ASTM-123 y A-394 , excepto en elementos roscados en los cuales se aplicará la norma ASTM A-153.
LI 3" x 1 4"
SH-1
T. Ø 1 2" x 1 1 2"
SD-1
SD-1
18 TORN. Ø 7 8" x 3 1 4"
LI 21 2" x
D13
H1
PLX-4
3
16"
D13A
TRAMO 6 OC Ø 8" CED. 40 6000
5.-Proceso de soldadura se realiza en planta de acuerdo a especificación de la AWS utilizando electrodos de la serie E70-XX y con personal calificado.
1
A2
2 x TORN. Ø 3 4" x 2
D12
4.-Tornilleria de alta resistencia de acuerdo a la norma ASTM A-325 .
T. Ø 7 8" x 2
X-10
18 TORN. Ø 3 4" x 2 3 4"
LI 4" x 1 4"
60000
1
TRAMO 5 OC Ø 8" CED. 40 6000
TORN. Ø 5 8" x 2 1 4"
LI 3" x 5 16"
A1
T. Ø3 4" x 2 1 2"
D10
X-5
LI 3" x 1 4"
A1
TORN. Ø 5 8" x 2"
D9
18 TORN. Ø 5 8" x 2 1 2"
3.-Acero Estructural de acuerdo a la norma ASTM A-36 o Fy= 36,000 lbs/in2
LI 2 1 2"x1 4"
18 TORN. Ø 1 2" x 2"
4"
D8
TRAMO 4 OC Ø 6" CED. 40 6000
2.-Nomenclatura de perfiles de acuerdo al Instituto Mexicano de la construccion en acero A.C. ( IMCA ).
3
D7
TRAMO 3 OC Ø 4" CED. 40 6000
1.- Acotaciones en milimetros , niveles en metros.
16"
18 TORN. Ø 1 2" x 2"
Notas Generales:
TORN. Ø 5 8" x 13 4"
TRAMO 2 OC Ø 3" CED. 40 6000
X-1
LI 2" x 316"
D4
TORN. Ø 1 2" x 2"
18 TORN. Ø 1 2" x 2"
TORN. Ø1 2" x 1 3 4"
TRAMO 1 OC Ø 1 1 2" CED. 40 6000
LI 1 1 2 " x
3
D1
D17B
H 7500
D SH SD DF PLX PLS
ESTRUCTURA ASTM A-36
A
H
D SH SD DF
PLX
PLS
A
TORNILLERIA ASTM A-325
VARIOS
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
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21-SEP-2015
Anexo II: PROPIEDADES GEOMÉTRICAS PERFILES ESTRUCTURALES.
INDUSTRIAL INSTRUMENTATION S.A.
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
SITIO EL TAMBORAL
Fecha 21-Sept-15
TABLE: Frame Section Properties 01 - General SectionName
Material
Shape
t3
t2
tf
tw
Area
TorsConst
I33
I22
I23
AS2
AS3
S33
S22
Z33
Z22
R33
R22
Text
Text
mm
mm
mm
mm
mm2
mm4
mm4
mm4
mm4
mm2
mm2
mm3
mm3
mm3
mm3
mm
mm
2L4X4X1/4
A36
Double Angle
101.60 203.20 6.35 6.35
2503.22
36628.37
2530687.04
4450346.56
0.00
1290.32 1290.32
34248.86
43802.62
61779.23
69304.17
31.80
42.17
L1.5X1.5X3/16
A36
Angle
38.10
38.10 4.76 4.76
340.00
2913.62
45785.46
45785.46
26888.39
181.45
181.45
1704.26
1704.26
3080.77
3080.77
11.60
11.60
L2.5X2.5X1/4
A36
Angle
63.50
63.50 6.35 6.35
767.74
10405.79
292610.70
292610.70
173287.14
403.23
403.23
6456.52
6456.52
11651.20
11651.20
19.52
19.52
L2.5X2.5X3/16
A36
Angle
63.50
63.50 4.76 4.76
581.93
4578.55
227678.59
227678.59
135503.00
302.42
302.42
4965.28
4965.28
8930.95
8930.95
19.78
19.78
L2X2X3/16
A36
Angle
50.80
50.80 4.76 4.76
461.29
3746.08
113214.95
113214.95
67248.46
241.94
241.94
3113.54
3113.54
5620.76
5620.76
15.67
15.67
L3X3X1/4
A36
Angle
76.20
76.20 6.35 6.35
929.03
13319.41
516126.97
516126.97
307932.08
483.87
483.87
9455.32
9455.32
17042.55
17042.55
23.57
23.57
L3X3X5/16
A36
Angle
76.20
76.20 7.94 7.94
1148.38
25390.12
628509.45
628509.45
371657.54
604.84
604.84
11585.68
11585.68
20811.57
20811.57
23.39
23.39
Text
L4X4X1/4
A36
Angle
101.60 101.60 6.35 6.35
1251.61
18314.18
1265343.52
1265343.52
755258.64
645.16
645.16
17206.64
17206.64
30807.68
30807.68
31.80
31.80
P1.5
A53GrB
Pipe
48.26
3.68
515.48
258063.49
129031.74
129031.74
0.00
289.21
289.21
5347.36
5347.36
7335.18
7335.18
15.82
15.82
P10
A53GrB
Pipe
273.05
9.27
7677.40 134026519.00
67013259.52
67013259.52
0.00
4047.22 4047.22 490849.73 490849.73 645338.98 645338.98
93.43
93.43
P12
A53GrB
Pipe
323.85
9.53
9419.34 232257135.50
116128567.70
116128567.70
0.00
4931.28 4931.28 717175.04 717175.04 941354.89 941354.89 111.04 111.04
P3
A53GrB
Pipe
88.90
5.49
1438.71
2514037.79
1257018.90
1257018.90
0.00
790.39
790.39
28279.39
28279.39
38227.74
38227.74
29.56
29.56
P4
A53GrB
Pipe
114.30
6.02
2045.16
6018706.43
3009353.22
3009353.22
0.00
1108.77 1108.77
52657.10
52657.10
70652.83
70652.83
38.36
38.36
P6
A53GrB
Pipe
168.28
7.11
3599.99
23392206.44
11696103.22
11696103.22
0.00
1921.74 1921.74 139011.77 139011.77 184846.08 184846.08
57.00
57.00
5419.34
60353556.71
30176778.36
30176778.36
0.00
2871.54 2871.54 275492.67 275492.67 363956.68 363956.68
74.62
74.62
532536.24
266268.12
266268.12
0.00
1371.34 1371.34
12.07
12.07
P8
A53GrB
Pipe
219.08
8.18
Round 1.5"
A53GrB
Pipe
48.26
24.12 1829.21
11034.73
11034.73
18733.15
18733.15
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
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T60v125
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21-SEP-2015
Anexo III: RESULTADOS DE UTILIZACIÓN DE ELEMENTOS SEGÚN SAP2000. TORRE ACTUAL + CARGAS ACTUALES + CARGAS PROYECTADAS.
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL 1 ‐ Summary Data ‐ AISC‐ASD89 Frame DesignSect DesignType Text Text Text 64.00 66.00 68.00 1.00 3.00 7.00 19.00 20.00 21.00 23.00 25.00 29.00 33.00 35.00 37.00 41.00 45.00 62.00 63.00 70.00 71.00 82.00 83.00 84.00 85.00 90.00 91.00 98.00 100.00 102.00 110.00 111.00 112.00 113.00 114.00 115.00 116.00 117.00 118.00 119.00 126.00 127.00 128.00 129.00 130.00 131.00 132.00 134.00 136.00 138.00 139.00 140.00 142.00 144.00 146.00 147.00 154.00 155.00 156.00 158.00 160.00 162.00 163.00 172.00 174.00 176.00 2.00 5.00 281.00 282.00 283.00 284.00 285.00 286.00 287.00 288.00
P12 P12 P12 P10 P10 P10 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P10 P10 P10 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P8 P8 P8 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P8 P8 P8 L4X4X1/4 L4X4X1/4 P6 P6 P6 L3X3X5/16 L3X3X5/16 L3X3X1/4 L3X3X1/4 P4 P4 P4 L2.5X2.5X1/4 L2.5X2.5X1/4 P3 P3 P3 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16
Column Column Column Column Column Column Brace Brace Brace Brace Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Beam Beam Column Column Column Brace Brace Column Column Column Brace Brace Brace Brace Column Column Column Brace Brace Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Status Text
Ratio Unitless
RatioType Text
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See ErrMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages Overstressed No Messages No Messages No Messages No Messages Overstressed No Messages No Messages No Messages No Messages No Messages No Messages See ErrMsg No Messages See ErrMsg No Messages
0.79 0.88 1.08 0.85 0.94 1.15 0.16 0.31 0.37 0.34
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
0.83 0.41 0.89 0.69 0.76 0.93 0.17 0.16 0.26 0.32 0.49 0.36 0.72 0.45 0.34 0.48 0.84 0.98 1.18 0.12 0.12 0.16 0.27 0.42 0.30 0.59 0.37 0.23 0.37 0.14 0.24 0.16 0.19 0.27 0.23 0.53 0.67 0.80 0.13 0.44 0.66 0.91 1.08 0.12 0.61 0.13 0.53 0.81 1.26 1.52 0.14 0.65 0.76 1.24 1.47 0.14 0.14 0.46 0.30 0.29 0.07
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
0.80
PMM
0.73
PMM
Combo Text
Location mm
D+L+W90 1160.87 D+L+W90 1160.87 D+L+W0 1160.87 D+L+W90 62.03 D+L+W90 62.03 D+L+W0 62.03 D+L+W180 277.00 D+L+W180 277.00 D+L+W90 277.00 D+L+W180 277.00 0.00 D+L+W0 0.00 D+L+W0 0.00 D+L+W0 0.00 D+L+W90 0.00 D+L+W90 0.00 D+L+W0 0.00 D+L+W0 0.00 D+L+W0 0.00 D+L+W180 277.00 D+L+W180 277.00 D+L+W90 277.00 D+L+W180 277.00 D+L+W90 0.00 D+L+W0 0.00 D+L+W0 0.00 D+L+W0 0.00 D+L+W90 503.12 D+L+W90 503.12 D+L+W0 503.12 D+L+W0 0.00 D+L+W0 0.00 D+L+W180 277.00 D+L+W180 277.00 D+L+W90 277.00 D+L+W180 277.00 D+L+W90 0.00 D+L+W0 0.00 D+L+W90 0.00 D+L+W0 0.00 D+L+W0 0.00 D+L+W90 0.00 D+L+W180 213.00 D+L+W180 213.00 D+L+W90 0.00 D+L+W0 0.00 D+L+W90 3405.76 D+L+W90 3405.76 D+L+W0 3405.76 D+L+W90 0.00 D+L+W90 0.00 D+L+W90 0.00 D+L+W90 0.00 D+L+W0 0.00 D+L+W90 0.00 D+L+W90 0.00 D+L+W90 0.00 D+L+W90 0.00 D+L+W90 0.00 D+L+W90 0.00 D+L+W0 0.00 D+L+W90 0.00 D+L+W90 0.00 D+L+W90 0.00 D+L+W90 0.00 D+L+W0 0.00 D+L+W0 3196.61 D+L+W0 0.00 D+L+W0 277.00 D+L+W0 277.00 D+L+W180 277.00 D+L+W90 277.00 0.00 D+L+W180 0.00 0.00 D+L+W90 0.00
Fecha 21/09/2015
ErrMsg Text
WarnMsg Text
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed No Messages fa > Fe (ASD H1); Design can not proceed No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A.
1 ‐ Summary Data ‐ AISC‐ASD89 Frame DesignSect DesignType Text Text Text 291.00 292.00 293.00 294.00 295.00 296.00 297.00 298.00 301.00 302.00 303.00 304.00 305.00 306.00 307.00 308.00 309.00 310.00 313.00 314.00 315.00 316.00 317.00 318.00 319.00 320.00 321.00 322.00 323.00 324.00 325.00 326.00 327.00 328.00 329.00 330.00 331.00 332.00 333.00 334.00 335.00 336.00 337.00 338.00 339.00 340.00 341.00 342.00 343.00 344.00 359.00 360.00 361.00 362.00 363.00 364.00 365.00 366.00 369.00 370.00 371.00 372.00 373.00 374.00 375.00 376.00 379.00 380.00 381.00 382.00 383.00 384.00 385.00 386.00 387.00 388.00
L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X5/16 L3X3X5/16 L3X3X1/4 L3X3X1/4 L2.5X2.5X1/4 L2.5X2.5X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
SITIO EL TAMBORAL
Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam
Status Text
Ratio Unitless
RatioType Text
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See ErrMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.62 0.40 0.35 0.07 0.84 0.54 0.73 0.46 0.14 0.14 0.50 0.22 0.33 0.08 0.67 0.32 0.56 0.26 0.24 0.20 0.22 0.07 0.30 0.26 0.49 0.42 0.69 0.55 0.57 0.48 0.70 0.59 0.63 0.54 0.46 0.40 0.67 0.58 0.48 0.44 0.37 0.32 0.65 0.65 0.56 0.49 0.48 0.21 0.15 0.14 0.39 0.29 0.48 0.27 0.98 0.19
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
0.71 0.54 0.36 0.63 0.38 0.60 0.15 0.87 0.50 0.14 0.04 0.42 0.22 0.52 0.24 0.56 0.12 0.70 0.24
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
Combo Text
Location mm
D+L+W0 277.00 D+L+W0 277.00 D+L+W180 277.00 D+L+W180 277.00 D+L+W180 0.00 D+L+W180 0.00 D+L+W90 0.00 D+L+W90 0.00 D+L+W90 0.00 D+L+W180 0.00 D+L+W0 277.00 D+L+W0 277.00 D+L+W180 277.00 D+L+W0 277.00 D+L+W180 0.00 D+L+W90 0.00 D+L+W90 0.00 D+L+W90 0.00 D+L+W0 0.00 D+L+W180 0.00 D+L+W0 213.00 D+L+W180 213.00 D+L+W180 0.00 D+L+W90 0.00 D+L+W0 0.00 D+L+W180 0.00 D+L+W0 0.00 D+L+W180 0.00 D+L+W0 0.00 D+L+W180 0.00 D+L+W0 0.00 D+L+W180 0.00 D+L+W0 0.00 D+L+W180 0.00 D+L+W0 0.00 D+L+W180 0.00 D+L+W0 0.00 D+L+W180 0.00 D+L+W0 0.00 D+L+W180 0.00 D+L+W0 0.00 D+L+W180 0.00 D+L+W0 0.00 D+L+W180 0.00 D+L+W0 0.00 D+L+W180 0.00 D+L+W0 0.00 D+L+W180 0.00 D+L+W90 3196.61 D+L+W180 0.00 D+L+W90 277.00 D+L+W90 277.00 D+L+W0 277.00 D+L+W0 277.00 D+L+W0 0.00 D+L+W90 0.00 0.00 D+L+W180 0.00 D+L+W90 277.00 D+L+W90 277.00 D+L+W0 277.00 D+L+W0 277.00 D+L+W0 0.00 D+L+W90 0.00 D+L+W180 0.00 D+L+W180 0.00 D+L+W180 0.00 D+L+W90 0.00 D+L+W90 277.00 D+L+W90 277.00 D+L+W0 277.00 D+L+W90 277.00 D+L+W0 0.00 D+L+W90 0.00 D+L+W180 0.00 D+L+W180 0.00
Fecha 21/09/2015
ErrMsg Text
WarnMsg Text
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL 1 ‐ Summary Data ‐ AISC‐ASD89 Frame DesignSect DesignType Text Text Text 391.00 392.00 393.00 394.00 395.00 396.00 397.00 398.00 399.00 400.00 401.00 402.00 403.00 404.00 405.00 406.00 407.00 408.00 409.00 410.00 411.00 412.00 413.00 414.00 415.00 416.00 417.00 418.00 419.00 420.00 421.00 422.00 426.00 427.00 428.00 429.00 432.00 435.00 453.00 454.00 459.00 460.00 461.00 462.00 463.00 464.00 465.00 466.00 471.00 472.00 473.00 474.00 475.00 476.00 477.00 478.00 479.00 480.00 483.00 484.00 485.00 486.00 487.00 488.00 489.00 490.00 491.00 492.00 493.00 494.00 495.00 81.00 87.00 9.00 11.00 14.00
L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X5/16 L3X3X5/16 L3X3X1/4 L3X3X1/4 L2.5X2.5X1/4 L2.5X2.5X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 P12 P12 P12 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4
Beam Beam Brace Brace Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Beam Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Beam Brace
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21/09/2015
Status Text
Ratio Unitless
RatioType Text
Combo Text
Location mm
ErrMsg Text
WarnMsg Text
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See WarnMsg See WarnMsg See WarnMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See WarnMsg See WarnMsg See WarnMsg No Messages No Messages No Messages No Messages No Messages
0.23 0.11 0.20 0.20 0.12 0.27 0.49 0.58 0.65 0.82 0.56 0.68 0.68 0.83 0.62 0.74 0.44 0.53 0.63 0.75 0.45 0.53 0.32 0.38 0.60 0.66 0.44 0.51 0.40 0.32 0.14 0.05 0.00 0.00 0.00 0.80 0.89 1.09 0.07 0.08 0.34 0.21 0.61 0.26 0.75 0.26 0.35 0.29 0.07 0.07 0.80 0.23 0.46 0.03 0.90 0.26 0.80 0.17 0.07 0.04 0.70 0.17 0.82 0.23 0.65 0.07 0.93 0.21 0.00 0.00 0.00 0.19 0.18 0.06 0.19 0.69
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W180 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W90 D+L+W0 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W180 D+L+W90
0.00 0.00 213.00 213.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3196.61 0.00 0.00 0.00 0.00 5467.20 5467.20 5467.20 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2878.91 0.00 150.00 0.00 2386.96
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL 1 ‐ Summary Data ‐ AISC‐ASD89 Frame DesignSect DesignType Text Text Text 15.00 17.00 22.00 26.00 28.00 31.00 34.00 38.00 40.00 43.00 46.00 48.00 50.00 52.00 54.00 56.00 58.00 60.00 65.00 69.00 73.00 75.00 77.00 79.00 88.00 89.00 92.00 93.00 94.00 95.00 96.00 97.00 99.00 101.00 103.00 104.00 105.00 106.00 107.00 108.00 109.00 120.00 121.00 122.00 123.00 124.00 125.00 133.00 135.00 137.00 141.00 143.00 145.00 148.00 149.00 150.00 151.00 152.00 153.00 27.00 32.00 42.00 10.00 13.00 18.00 30.00 39.00 47.00 12.00 24.00 44.00 168.00 170.00 173.00 177.00 179.00
L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 P1.5 P1.5 P1.5 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16
Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Column Column Column Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21/09/2015
Status Text
Ratio Unitless
RatioType Text
Combo Text
Location mm
ErrMsg Text
WarnMsg Text
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See ErrMsg No Messages See ErrMsg No Messages No Messages No Messages See ErrMsg See ErrMsg See ErrMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.58 0.30 0.30 0.28 0.27 0.56 0.48 0.30 0.29 0.75 0.60 0.22 0.20 0.40 0.60 0.60 0.58 0.86 0.68 0.71 0.59 0.44 0.44 0.94 0.72 0.63 0.56 0.50 0.70 0.32 0.54 0.91 0.75 0.67 0.65 0.59 0.50 0.75 0.64 0.73 0.64 1.01 0.78 0.41 0.64 0.53 0.82 0.89 0.73 0.34 0.34 0.68 0.66
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
1.00
PMM
1.12 1.09 0.80
PMM PMM PMM
0.23 0.72 0.22 0.61 0.16 0.50 0.17 0.61 0.15 0.44 0.18 0.67 0.17 0.49
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W90 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W180 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90
2148.41 2386.96 2148.41 2136.58 1925.29 2136.58 1925.29 1933.97 1741.06 1933.97 1741.06 1741.43 0.00 1741.43 0.00 4773.92 2148.41 2386.96 2148.41 2136.58 1925.29 2136.58 1925.29 1933.97 1741.06 3867.93 1741.06 1741.43 0.00 3482.86 0.00 2386.96 2148.41 2386.96 2148.41 2136.58 1925.29 2136.58 1925.29 1933.97 1741.06 1933.97 1741.06 1741.43 0.00 1741.43 0.00 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed No Messages fa > Fe (ASD H1); Design can not proceed No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed fa > Fe (ASD H1); Design can not proceed fa > Fe (ASD H1); Design can not proceed No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A.
1 ‐ Summary Data ‐ AISC‐ASD89 Frame DesignSect DesignType Text Text Text 181.00 183.00
L2X2X3/16 L2X2X3/16
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
SITIO EL TAMBORAL
Brace Brace
Fecha 21/09/2015
Status Text
Ratio Unitless
RatioType Text
Combo Text
Location mm
ErrMsg Text
WarnMsg Text
No Messages No Messages
0.16 0.39
PMM PMM
D+L+W90 D+L+W90
0.00 0.00
No Messages No Messages
No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Anexo IV: DEMANDA DE ACERO, PUNZONAMIENTO Y PRESIÓN INDUCIDA AL SUELO EN CIMENTACIÓN ACTUAL + CARGAS ACTUALES + CARGAS PROYECTADAS.
MEMORIA DE CÁLCULO
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
IV.1.Strip Text CSA1 CSA1 CSA1 CSA1 CSA1 CSA2 CSA2 CSA2 CSA2 CSA2 CSA3 CSA3 CSA3 CSA3 CSA3 CSB1 CSB1 CSB1 CSB1 CSB1 CSB2 CSB2 CSB2 CSB2 CSB2 CSB3 CSB3 CSB3 CSB3 CSB3
Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Demanda de acero
TABLE: Concrete Slab Design 01 ‐ Flexural And Shear Data Station ConcWidth FTopCombo FTopMoment FTopArea FTopAMin FBotCombo FBotMoment FBotArea FBotAMin AxialForce cm cm Text kgf‐cm cm2 cm2 Text kgf‐cm cm2 cm2 kgf 0.00 430.00 1.3(D+L+W90) ‐850859.80 9.86 51.60 1.3(D+L+W180) 724210.05 5.56 0.00 82.48 107.50 430.00 1.3(D+L+W90) ‐3278228.60 38.43 51.60 1.3(D+L+W180) 2406042.20 18.63 0.00 ‐349.88 215.00 430.00 1.3(D+L+W90) ‐8496640.80 97.73 51.60 1.3(D+L+W180) 6733411.20 52.62 0.00 ‐785.08 322.50 430.00 1.3(D+L+W90) ‐2952853.00 33.88 51.60 1.3(D+L+W180) 1282270.40 11.27 0.00 ‐6150.85 430.00 430.00 1.3(D+L+W90) ‐680467.75 7.77 51.60 1.3(D+L+W90) 416943.55 3.48 0.00 ‐1219.83 0.00 430.00 1.3(D+L+W0) ‐810743.90 9.65 51.60 1.3(D+L+W90) 870949.50 6.88 0.00 ‐815.97 107.50 430.00 1.3(D+L+W0) ‐2651816.80 31.92 51.60 1.3(D+L+W90) 3361712.80 26.75 0.00 ‐3412.41 215.00 430.00 1.3(D+L+W0) ‐7524143.20 88.14 51.60 1.3(D+L+W90) 8747541.60 69.02 0.00 ‐2479.07 322.50 430.00 1.3(D+L+W0) ‐1406047.40 15.30 0.00 1.3(D+L+W90) 3031141.20 24.58 51.60 ‐5189.50 430.00 430.00 1.3(D+L+W90) ‐421241.80 5.01 0.00 1.3(D+L+W90) 698659.40 5.68 51.60 ‐1394.19 0.00 430.00 1.3(D+L+W0) ‐404419.28 5.18 51.60 1.3(D+L+W0) 465245.60 4.13 0.00 ‐2458.41 107.50 430.00 1.3(D+L+W180) ‐2438748.20 26.67 51.60 1.3(D+L+W0) 2652697.80 22.32 0.00 1603.46 215.00 430.00 1.3(D+L+W180) ‐12022074.00 142.67 51.60 1.3(D+L+W0) 12950027.20 102.67 0.00 ‐14445.87 322.50 430.00 1.3(D+L+W180) ‐4339654.00 51.30 51.60 1.3(D+L+W0) 4681000.80 36.28 0.00 ‐10588.95 430.00 430.00 1.3(D+L+W180) ‐1278527.80 14.94 51.60 1.3(D+L+W0) 1376300.10 10.58 0.00 ‐3189.31 0.00 430.00 1.3(D+L+W90) ‐1070701.90 13.22 51.60 1.3(D+L+W90) 631725.05 5.69 0.00 ‐2740.97 107.50 430.00 1.3(D+L+W90) ‐3643515.60 45.56 51.60 1.3(D+L+W180) 2103137.40 17.81 0.00 ‐4126.47 215.00 430.00 1.3(D+L+W90) ‐10073846.00 125.69 51.60 1.3(D+L+W180) 5259542.40 43.19 0.00 ‐3256.11 322.50 430.00 1.3(D+L+W90) ‐2197186.80 25.35 51.60 1.3(D+L+W180) 1906559.20 16.25 0.00 ‐4219.01 430.00 430.00 1.3(D+L+W0) ‐498781.55 6.10 51.60 1.3(D+L+W180) 471069.75 4.02 0.00 ‐1127.39 0.00 430.00 1.3(D+L+W0) ‐529893.65 6.46 51.60 1.3(D+L+W180) 500023.20 4.26 0.00 ‐1158.62 107.50 430.00 1.3(D+L+W0) ‐2114723.20 25.91 51.60 1.3(D+L+W90) 2280019.40 19.75 0.00 ‐6339.36 215.00 430.00 1.3(D+L+W0) ‐5823768.80 70.53 0.00 1.3(D+L+W90) 10283945.60 84.26 51.60 ‐809.69 322.50 430.00 1.3(D+L+W0) ‐2341529.60 29.50 0.00 1.3(D+L+W90) 3732303.20 29.99 51.60 842.38 430.00 430.00 1.3(D+L+W0) ‐612630.75 7.64 0.00 1.3(D+L+W90) 1091332.00 8.71 51.60 63.16 0.00 430.00 1.3(D+L+W180) ‐921428.40 11.20 51.60 1.3(D+L+W0) 994265.20 8.26 0.00 ‐1873.73 107.50 430.00 1.3(D+L+W180) ‐3736568.80 45.95 51.60 1.3(D+L+W0) 4034342.40 33.70 0.00 ‐7306.57 215.00 430.00 1.3(D+L+W180) ‐9403279.20 114.74 51.60 1.3(D+L+W0) 10170944.80 83.97 0.00 ‐5148.87 322.50 430.00 1.3(D+L+W180) ‐3702637.20 45.47 51.60 1.3(D+L+W0) 3996535.20 33.48 0.00 ‐7060.52 430.00 430.00 1.3(D+L+W180) ‐903167.50 10.97 51.60 1.3(D+L+W0) 974595.60 8.13 0.00 ‐1818.00
Área acero Superior= Varillas # 6
IV.2.-
125.69 45
Panel Text 1 1 1
Área acero Inferior = Varillas # 8
84.26 17
VForce VArea kgf cm2/cm 17529.68 0.00 53793.95 0.00 53793.95 0.00 46339.30 0.00 13870.70 0.00 18109.10 0.00 55617.82 0.00 55617.82 0.00 48078.73 0.00 14408.68 0.00 12633.84 0.00 48996.91 0.00 79811.70 0.00 79811.70 0.00 27758.73 0.00 21592.23 0.00 62070.81 0.00 62070.81 0.00 38062.44 0.00 9808.15 0.00 10446.66 0.00 40006.70 0.00 63689.85 0.00 63689.85 0.00 22071.12 0.00 20407.52 0.00 64834.67 0.00 64834.67 0.00 63973.93 0.00 19985.04 0.00
Status Text OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK
GlobalX GlobalY cm cm ‐431.51 ‐375.00 ‐324.01 ‐375.00 ‐216.51 ‐375.00 ‐109.01 ‐375.00 ‐1.51 ‐375.00 ‐431.51 375.00 ‐324.01 375.00 ‐216.51 375.00 ‐109.01 375.00 ‐1.51 375.00 218.01 0.00 325.51 0.00 433.01 0.00 540.51 0.00 648.01 0.00 ‐216.51 ‐590.00 ‐216.51 ‐482.50 ‐216.51 ‐375.00 ‐216.51 ‐267.50 ‐216.51 ‐160.00 ‐216.51 160.00 ‐216.51 267.50 ‐216.51 375.00 ‐216.51 482.50 ‐216.51 590.00 433.01 ‐215.00 433.01 ‐107.50 433.01 0.00 433.01 107.50 433.01 215.00
Layer Text A A A A A A A A A A A A A A A B B B B B B B B B B B B B B B
2
cm
Punzonamiento
Point Text 166 167 168 IV.3.-
2
cm
VCombo Text 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W90) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W0) 1.3(D+L+W0)
TABLE: Concrete Slab Design 02 ‐ Punching Shear Data GlobalX GlobalY ReinfType Status Ratio Combo cm cm Text Text Unitless Text ‐216.51 ‐375.00 None OK 0.70 1.3(D+L+W90) ‐216.51 375.00 None OK 0.69 1.3(D+L+W90) 433.01 0.00 None OK 0.84 1.3(D+L+W0)
Presión inducida al suelo
TABLE: Soil Pressures ‐ Summary OutputCase CaseType MaxPress MinPress GlobalXMax GlobalYMax GlobalXMin GlobalYMin Text Text kgf/cm2 kgf/cm2 cm cm cm cm D+L+W0 Combination ‐0.12 ‐1.63 ‐431.51 482.50 540.51 0.00 D+L+W90 Combination 0.08 ‐1.45 ‐431.51 ‐482.50 ‐431.51 590.00 D+L+W180 Combination 0.21 ‐1.20 540.51 0.00 ‐431.51 482.50
53
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Anexo V: PROPUESTA DE REFORZAMIENTO PARA TORRE T60V125, EL TAMBORAL.
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Torre
Revisión
Fecha
T60v125
V00
21-SEP-2015
Anexo VI: RESULTADOS DE UTILIZACIÓN DE ELEMENTOS SEGÚN SAP2000. TORRE ACTUAL + CARGAS ACTUALES.
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Frame Text
DesignSect Text
DesignType Text
Status Text
Ratio Unitless
64 66 68 1 3 7 19 20 21 23 25 29 33 35 37 41 45 62 63 70 71 82 83 84 85 90 91 98 100 102 110 111 112 113 114 115 116 117 118 119 126 127 128 129 130 131 132 134 136 138 139 140 142 144 146 147 154 155 156 158 160 162 163 170 171 172 174 176 178 179 186 187 194 195 2 5
P12 P12 P12 P10 P10 P10 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P10 P10 P10 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P8 P8 P8 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 P8 P8 P8 L4X4X1/4 L4X4X1/4 P6 P6 P6 L3X3X5/16 L3X3X5/16 L3X3X1/4 L3X3X1/4 P4 P4 P4 L2.5X2.5X1/4 L2.5X2.5X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 P3 P3 P3 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L4X4X1/4 L4X4X1/4
Column Column Column Column Column Column Brace Brace Brace Brace Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Beam Beam Column Column Column Brace Brace Column Column Column Brace Brace Brace Brace Column Column Column Brace Brace Brace Brace Column Column Column Brace Brace Brace Brace Brace Brace Beam Beam
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.71 0.79 0.97 0.75 0.83 1.03 0.13 0.27 0.33 0.30 0.97 0.74 0.34 0.79 0.60 0.66 0.82 0.15 0.14 0.21 0.27 0.43 0.31 0.63 0.39 0.28 0.42 0.70 0.82 1.00 0.10 0.10 0.12 0.22 0.36 0.26 0.52 0.31 0.20 0.32 0.10 0.21 0.12 0.15 0.22 0.19 0.42 0.53 0.64 0.12 0.41 0.50 0.69 0.83 0.13 0.55 0.11 0.46 0.56 0.87 1.03 0.11 0.54 0.13 0.48 0.47 0.78 0.90 0.11 0.33 0.12 0.46 0.10 0.31 0.12 0.12
Fecha 21-Sept-15
TABLE: Steel Design 1 ‐ Summary Data ‐ AISC‐ASD89 RatioType Combo Location ErrMsg Text Text mm Text PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W0
1160.87 1160.87 1160.87 62.03 62.03 62.03 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 503.12 503.12 503.12 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 213.00 213.00 0.00 0.00 3405.76 3405.76 3405.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 956.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3196.61 0.00
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
WarnMsg Text No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A.
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
SITIO EL TAMBORAL
Fecha 21-Sept-15
TABLE: Steel Design 1 ‐ Summary Data ‐ AISC‐ASD89 RatioType Combo Location ErrMsg Text Text mm Text
Frame Text
DesignSect Text
DesignType Text
Status Text
Ratio Unitless
281 282 283 284 285 286 287 288 291 292 293 294 295 296 297 298 301 302 303 304 305 306 307 308 309 310 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 359 360 361 362 363 364 365 366 369 370 371 372 373 374 375 376 379 380
L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L3X3X1/4 L3X3X1/4 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X5/16 L3X3X5/16 L3X3X1/4 L3X3X1/4 L2.5X2.5X1/4 L2.5X2.5X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L3X3X1/4 L3X3X1/4
Brace Brace Brace Brace Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam
No Messages No Messages No Messages No Messages See ErrMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See ErrMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.42 0.26 0.27 0.05
PMM PMM PMM PMM
D+L+W0 D+L+W0 D+L+W180 D+L+W90
0.65 0.96 0.59 0.55 0.34 0.32 0.05 0.72 0.43 0.64 0.37 0.13 0.13 0.44 0.17 0.30 0.09 0.56 0.31 0.49 0.19 0.23 0.15 0.17 0.05 0.22 0.20 0.46 0.39 0.64 0.49 0.52 0.41 0.62 0.47 0.54 0.41 0.37 0.28 0.51 0.37 0.34 0.24 0.24 0.16 0.39 0.25 0.30 0.16 0.30 0.10 0.13 0.12 0.35 0.24 0.43 0.23 0.92 0.16
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W180 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W180 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W180 D+L+W90 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90
0.55 0.47 0.29 0.56 0.31 0.56 0.13 0.75 0.38 0.13 0.05
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W180 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W180 D+L+W0
277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 213.00 213.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3196.61 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00
No Messages No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
WarnMsg Text No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Frame Text
DesignSect Text
DesignType Text
Status Text
Ratio Unitless
381 382 383 384 385 386 387 388 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 426 427 428 429 432 435 453 454 459 460 461 462 463 464 465 466 471 472 473 474 475 476 477 478 479 480 483 484 485 486 487 488 489 490 491 492
L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X5/16 L3X3X5/16 L3X3X1/4 L3X3X1/4 L2.5X2.5X1/4 L2.5X2.5X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 P12 P12 P12 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L4X4X1/4 L4X4X1/4 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2.5X2.5X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16 L2X2X3/16
Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Beam Beam Beam Beam Beam Column Column Column Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Beam Beam Beam Beam
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages See WarnMsg See WarnMsg See WarnMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
0.37 0.17 0.46 0.23 0.51 0.10 0.60 0.16 0.17 0.10 0.15 0.16 0.10 0.20 0.46 0.56 0.60 0.77 0.51 0.63 0.60 0.75 0.53 0.65 0.35 0.44 0.48 0.59 0.31 0.39 0.21 0.25 0.31 0.39 0.23 0.25 0.25 0.13 0.12 0.05 0.00 0.00 0.00 0.71 0.80 0.99 0.06 0.07 0.29 0.19 0.56 0.24 0.69 0.23 0.30 0.27 0.06 0.06 0.73 0.20 0.43 0.05 0.80 0.26 0.72 0.13 0.06 0.04 0.64 0.14 0.75 0.23 0.62 0.06 0.84 0.15
Fecha 21-Sept-15
TABLE: Steel Design 1 ‐ Summary Data ‐ AISC‐ASD89 RatioType Combo Location ErrMsg Text Text mm Text PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W180 D+L+W180 D+L+W180 D+L+W180 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W0 D+L+W90 D+L+W0 D+L+W180 D+L+W0 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W180 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W0 D+L+W90 D+L+W90 D+L+W0 D+L+W90 D+L+W0 D+L+W180 D+L+W180 D+L+W180
277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 213.00 213.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3196.61 0.00 0.00 0.00 0.00 5467.20 5467.20 5467.20 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00 0.00 0.00 277.00 277.00 277.00 277.00 0.00 0.00 0.00 0.00
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
WarnMsg Text No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A. SITIO EL TAMBORAL
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
Fecha 21-Sept-15
TABLE: Steel Design 1 ‐ Summary Data ‐ AISC‐ASD89 RatioType Combo Location ErrMsg Text Text mm Text
Frame Text
DesignSect Text
DesignType Text
Status Text
Ratio Unitless
493 494 495 81 87 9 11 14 15 17 22 26 28 31 34 38 40 43 46 48 50 52 54 56 58 60 65 69 73 75 77 79 88 89 92 93 94 95 96 97 99 101 103 104 105 106 107 108 109 120 121 122 123 124 125 133 135 137 141 143 145 148 149 150 151 152 153 27 32 42 86 159 10 13 18 30
L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L3X3X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4 P1.5 P1.5 P1.5 L2X2X3/16 L2X2X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16 L1.5X1.5X3/16
Beam Beam Beam Beam Beam Beam Beam Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Column Column Column Brace Brace Brace Brace Brace Brace
See WarnMsg See WarnMsg See WarnMsg No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages Overstressed No Messages See ErrMsg No Messages No Messages No Messages No Messages See ErrMsg See ErrMsg No Messages No Messages No Messages No Messages No Messages No Messages
0.00 0.00 0.00 0.17 0.17 0.07 0.17 0.65 0.56 0.29 0.29 0.26 0.26 0.52 0.45 0.27 0.27 0.69 0.56 0.20 0.18 0.36 0.56 0.58 0.55 0.81 0.67 0.66 0.57 0.42 0.42 0.86 0.69 0.60 0.53 0.46 0.67 0.29 0.50 0.86 0.73 0.64 0.63 0.55 0.48 0.71 0.62 0.68 0.61 0.91 0.75 0.38 0.61 0.48 0.78 0.84 0.71 0.31 0.33 0.67 0.65 2.23 0.96
PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM PMM
1.08 1.00 0.77 0.53
PMM PMM PMM PMM
0.09 0.22 0.11 0.35 0.09 0.28
PMM PMM PMM PMM PMM PMM
D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W180 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W90 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W180 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W180 D+L+W180 D+L+W0 D+L+W0 D+L+W0 D+L+W0 D+L+W90 D+L+W90 D+L+W180 D+L+W90 D+L+W0 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90 D+L+W90
0.00 0.00 0.00 2878.91 0.00 0.00 0.00 2386.96 2148.41 2386.96 2148.41 2136.58 1925.29 2136.58 1925.29 1933.97 1741.06 1933.97 1741.06 1741.43 0.00 1741.43 0.00 4773.92 2148.41 2386.96 2148.41 2136.58 1925.29 2136.58 1925.29 1933.97 1741.06 3867.93 1741.06 1741.43 0.00 3482.86 0.00 2386.96 2148.41 2386.96 2148.41 2136.58 1925.29 2136.58 1925.29 1933.97 1741.06 1933.97 1741.06 1741.43 0.00 1741.43 0.00 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 2657.17 2390.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed No Messages No Messages No Messages No Messages fa > Fe (ASD H1); Design can not proceed fa > Fe (ASD H1); Design can not proceed No Messages No Messages No Messages No Messages No Messages No Messages
WarnMsg Text kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) kl/r > 200 (AISC‐ASD B7, AISC‐ASD SAM 4) No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages
INDUSTRIAL INSTRUMENTATION S.A.
MEMORIA DE CÁLCULO Revisión V00
Torre T60v125
SITIO EL TAMBORAL
Frame Text
DesignSect Text
DesignType Text
Status Text
Ratio Unitless
39 47
L1.5X1.5X3/16 L1.5X1.5X3/16
Brace Brace
No Messages No Messages
0.05 0.31
Fecha 21-Sept-15
TABLE: Steel Design 1 ‐ Summary Data ‐ AISC‐ASD89 RatioType Combo Location ErrMsg Text Text mm Text PMM PMM
D+L+W180 D+L+W90
0.00 0.00
No Messages No Messages
WarnMsg Text No Messages No Messages